W912P826BA041 Drawings WSLP-103a.pdf

NEW ORLEANS DISTRICT

H G

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

NEW ORLEANS DISTRICT

WEST SHORE LAKE PONTCHARTRAIN, LOUISIANA

HURRICANE AND STORM DAMAGE RISK REDUCTION PROJECT

WSLP-103A LEVEE, FLOODWALL AND GATE

ST. JOHN THE BAPTIST PARISH, LOUISIANA

W912P826BA041

ZXXXXXXXXXX

MARCH 2026

ED# 24-025

of Engineers

US Army Corps

STA. 819+87 B/L TO STA. 827+95 B/L

BRANCH

CHIEF

APPROVED BY:

CHIEF ENGINEERING DIVISION

APPROVAL RECOMMENDED BY:

BRANCHSTRUCTURAL

TECHNICAL LEAD STRUCTURAL

IN THIS SET.

OFFICIAL RECOMMENDATION OF ALL DRAWINGS

REQUIRED BY ER 1110-1-8152. SIGNATURES INDICATE

WITHIN THE SCOPE OF THEIR EMPLOYMENT AS

INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS

SIGNATURES AND REGISTRATION DESIGNATIONS OF

DISTRICT CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE NEW ORLEANS

District Commander

Colonel, U.S. Army

SCOTTY M. AUTIN

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G-001

DWG. C-001

WSLP-103A

VIA. U.S. HWY. 51

ACCESS: FRENIER RD.

F 381

EASTBOUND

(PRIMARY)

PBM FRENIER

DWG. C-018

WSLP-110

(PRIMARY)

PBM GARYVILLE 2018

PBM WSLP-B01

PBM WSLP-B02

VIA. U.S. HWY. 61

ACCESS: EXISTING ACCESS ROAD B

LEVEE CENTERLINE

WEST SHORE LAKE PONTCHARTRAIN

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G-002

CN RAILROAD

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A R K A N S A S

SHREVEPORT

MONROE

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VICKSBURG

NATCHEZ

ALEXANDRIA

R E

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IVER

LAKE CHARLES

L O U I S I A N A

M I S S I S S I P P I

T E X A S

LAKE

PONTCHARTRAIN

M

IS

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S

IP

P I

SCALE OF MILES

40 400 80 120 160 200

CITY

MORGAN

0 6000' 12000'9000'3000' 3000'

ORLEANS

NEW

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A C

H

IT

A

SCALE: 1'' = 3000'

VICINITY MAP

K C S R

A

ILR

O A D

LAPLACE

RESERVE

ROUGE

BATON

LAKE BORGNE

PROJECT LOCATION

LOCATION MAP

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W E S T S H O R E - L A K E P O N T C H A R T R A I N , L O U I S I A N A

MISSISSIPPI RIVER

G U L F O F A M E R I C A

NUMBER

DETAIL

DETAILED INFORMATION

AREA ENLARGED FOR

DETAILED INFORMATION

AREA ENLARGED FOR

NUMBER

DETAIL

IS SHOWN

DETAIL

WHERE

SHEET

DOWN BELOW SURFACE, 2100 FT DOWN ACCESS ROAD B.

CENTER OF ACCESS ROAD B. ROD IS SET 1 FT WEST OF WITNESS POST. ROD IS 0.7 FT

STAINLESS STEEL ROD DRIVEN TO 40FT DEPTH. ROD IS IN ALUMINUM CAP 21FT EAST OF

Y= 575928.613

X= 3510221.296

LON. -90°36'28.95458

LAT. 30°04'54.10946

(2009.55)

NAVD88

El. 1.85

PBM WSLP-B02

BELOW SURFACE LEVEL.

OF ACCESS ROAD B. 1 FT SOUTH OF WITNESS POST. DEEPROD IS RECESSED 0.8 FT

CENTER OF THE WESTBOUND LANES OF THE 61 HWY. 41 FT EAST OF THE CENTER

STAINLESS STEEL DEEPROD SET @ 40FT DEPTH. DEEPROD IS 54 FT NORTH OF THE

Y= 573987.962

X = 3510879.875

LON. -90"36'21.59861

LAT. 30°04'34.85765"

(2009.55)

NAVD 88

EL. 6.19 FT

PBM WSLP-B01

ACCESS COVER STAMPED GARYVILLE 2018.

A DEPTH OF 44 FT ENCASED IN 6 INCH PVC SET IN CONCRETE WITH AN ALUMINUM

OF A TRAFFIC SIGNAL POST. MARK IS A HALF INCH STAINLESS STEAL ROD DRIVEN TO

OF THE CENTERLINE OF THE EASTBOUND LANE OF HWY 61 AND 26.3 FT SOUTHEAST

HEAD EAST ALONG HWY 61 A DISTANCE OF 108 FT TO A POINT. MARK IS 75 FT SOUTH

BEGINNING AT THE INTERSECTION OF HWY 54 AND THE EASTBOUND LANE OF HWY 61,

Y= 573635.38

X= 3504918.97

LON .- 9037'29.46899

LAT. 30°4'31.73713

(2009.55)

NAVD 88

EL. 4.96 ft

(PID: BBGG71)

(PRIMARY)

PBM GARYVILLE 2018

LOCATED IN THE MEDIAN NORTH OF THE INTERSECTION, 12.9 FEET NORTH OF HIGHWAY SIGN.

INTERSECTION WITH 1-55 ON-RAMP TO THE LEFT IS FRENIER BEACH ROAD ON RIGHT. MARK IS

FROM EXIT 209 ON INTERSTATE 10, TRAVEL NORTH ON US HIGHWAY 51 0.6 MILES TO THE

Y= 581,601.62

X= 3,564,076.53

90° 26' 15.45655"LON.

. 30° 05' 46.49535"LAT

(2009.55)

NAVD 88

El. 5.74

F 381

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

MARK IS A HALF INCH STAINLESS STEAL ROD DRIVEN TO A DEPTH OF 48 FT ENCASED IN

HWY 51 IN THE MEDIAN OF HWY 51 AND 25 FT SOUTH OF WELCOME LA PLACE SIGN POST.

.24 MILES TO A POINT. MARK IS 29 FT NORTH OF THE CENTERLINE OF EASTBOUND LANE OF

BEGINNING AT THE WESTBOUND I10 EXIT 209 AND HWY 51, HEAD SOUTHWEST A DISTANCE OF

Y= 578,263.96

X= 3,562,113.33

LON.-90° 26' 38.10035"

LAT. 30° 05' 13.60767"

(2009.55)

NAVD 88

4.14 ftEL.

EASTBOUND

PVC SET IN CONCRETE WITH AN ALUMINUM ACCESS COVER STAMPED FRENIER 2018.

A HALF INCH STAINLESS STEAL ROD DRIVEN TO A DEPTH OF 60 FT ENCASED IN 6 INCH

HWY 51 AND 259 FT NORTH OF THE CENTERLINE OF PEAVINE ROAD. MARK IS

1.37 MILES MORE OR LESS TO A POINT. MARK IS 32 FT EAST OF THE CENTERLINE OF

BEGINNING AT THE WESTBOUND I10 EXIT 209 AND HWY 51, HEAD NORTH A DISTANCE OF

Y = 585,931.39 3,562,836.82X =

LON. -90° 26' 29.18564"

LAT. 30° 06' 29.45081"

(2009.55)

NAVD 88

EL. 1.67 FT

(PRIMARY)

FRENIER

DESCRIPTION

(EPOCH)

(NAVD 88)

ELEVATION

BENCHMARK

BENCHMARKS

SWING GATE LATCHING DETAILS IIS-766

SWING GATE LATCHING DETAILS IS-765

SWING GATE HINGE DETAILS IIS-764

SWING GATE HINGE DETAILS IS-763

SWING GATE LOWER HINGE SECTIONSS-762

SWING GATE UPPER HINGE SECTIONSS-761

SWING GATE HINGES (ISOMETRIC)S-760

SWING GATE SEAL DETAILS IIS-753

SWING GATE SEAL DETAILS IS-752

SWING GATE SECTIONS AND DETAILSS-751

SWING GATE ELEVATION AND SECTIONSS-750

SWING GATE SEAL PLATE DETAILSS-743

STORAGE MONOLITH (T-5)S-742

SWING GATE MONOLITH REINFORCEMENTS-741

SWING GATE MONOLITHS-740

INDEX OF DRAWINGSNO.

GATE

PIPELINE SETTLEMENT MONITOR DETAILSS-407

TEMPORARY RETAINING STRUCTURE AT FIBER OPTIC LINES-406

TEMPORARY RETAINING STRUCTURE AT NATURAL GAS LINES-405

UNDERGROUND UTILITY PENETRATION DETAIL G-058S-404

UNDERGROUND UTILITY PENETRATION DETAILS C-009S-403

FLOOD PROTECTION PENETRATION OF UTILITIES BY JACKING OF SHEET PILES-402

UTILITY CROSSINGS MONOLITH T-6 AND T-7S-401

WATERSTOP DETAILSS-306

SHEET PILE SCHEDULE AND DETAILSS-305

PILE SCHEDULE AND DETAILSS-304

MONOLITH SECTIONS SHEET 3 OF 3S-303

MONOLITH SECTIONS SHEET 2 OF 3S-302

MONOLITH SECTIONS SHEET 1 OF 3S-301

FLOODWALL PILE PLAN SHEET 3 OF 3S-103

FLOODWALL PILE PLAN SHEET 2 OF 3S-102

FLOODWALL PILE PLAN SHEET 1 OF 3S-101

FLOODWALL PLAN AND PROFILES-100

INDEX OF DRAWINGSNO.

FLOODWALL

STAGE HYDROGRAPH PASS MANCHAC NEAR PONTCHATOULAH-002

STAGE HYDROGRAPH WEST END GAGEH-001

CONE PENETRATION TESTB-004

CONE PENETRATION TESTB-003

SOIL BORING LOGSB-002

SOIL BORING LEGENDB-001

TYPICAL EMBANKMENT ALONG FLOODWALLC-306

MONOLITH T-12 SCOUR PROTECTIONC-305

MONOLITH T-12 SCOUR PROTECTIONC-304

MONOLITH T-1 SCOUR PROTECTIONC-303

MONOLITH T-1 SCOUR PROTECTION AND SHEET PILEC-302

GROUTED RIP-RAP AND SHEET PILEC-301

WSLP-110 VICINITY MAPC-022

WSLP-110 WICK DRAINS TYPICAL SECTIONSC-021

WSLP-110 TYPICAL LEVEE DEGRADE AND STOCKPILE SECTIONSC-020

WSLP-110 WICK DRAIN FIELD PLAN AND PROFILEC-019

WSLP-110 LEVEE DEGRADE PLAN AND PROFILEC-018

STOCKPILE PLAN AND TYPICAL SECTIONC-017

PRE-LOAD EXCAVATION PROFILEC-016

CONSTRUCTION SEQUENCE STA. 53+99 C/L TO STA. 55+95 C/LC-015

CONSTRUCTION SEQUENCE STA. 53+99 C/L TO STA. 55+95 C/LC-014

CONSTRUCTION SEQUENCE STA. 55+95 C/L TO STA. 56+85 C/LC-013

CONSTRUCTION SEQUENCE T-WALLS OUTSIDE PRE-LOAD AREAC-012

CONSTRUCTION SEQUENCE T-WALLS OUTSIDE PRE-LOAD AREAC-011

CONSTRUCTION SEQUENCE STA. 50+20 C/L TO STA. 52+16 C/LC-010

CONSTRUCTION SEQUENCE STA. 50+20 C/L TO STA. 52+16 C/LC-009

CONSTRUCTION SEQUENCE STA. 49+30 C/L TO STA. 50+20 C/LC-008

TRUCK WASH DOWN RACK AND SETTLEMENT PLATE DETAILSC-007

ALL WEATHER ACCESS ROAD AND EMERGENCY BYPASS RAMP DETAILSC-006

ALL WEATHER ACCESS ROAD AND EMERGENCY BYPASS RAMP PROFILEC-005

ALL WEATHER ACCESS ROAD AND EMERGENCY BYPASS RAMP PLAN VIEWC-004

FRENIER RD. PROFILE AND SECTION VIEWC-003

PLAN AND PROFILE FINALC-002

PLAN AND PROFILE EXISTINGC-001

GENERAL NOTES AND GENERAL DRAWINGSG-005

TABULATIONSG-004

INDEX OF DRAWINGS, BENCHMARKS AND LEGENDSG-003

LOCATION & VICINITY MAPSG-002

COVER SHEETG-001

INDEX OF DRAWINGSNO.

LEVEE

CROSS REFERENCE SYMBOL LEGEND

X

SCALE:

TITLE

X

(SHOWN ON SAME SHEET)

DETAIL

(SHOWN ON ANOTHER SHEET)

DETAIL

X

SHT #

(SHOWN ON SAME SHEET)

OR SECTION TITLE

PLAN, ELEVATION, DETAIL

(SHOWN ON SAME SHEET)

SECTION CUT

(SHOWN ON ANOTHER SHEET)

SECTION CUT

X

SHT #

X

GENERAL LEGEND

BENCHMARK

EXISTING GROUND

AERIAL POWER LINE

NATURAL GAS LINE

WATER MAIN

RIGHT OF WAY

PROJECT BASELINE

LEVEE CROWN (PLAN VIEW)

LEVEE TOE (PLAN VIEW)

LEVEE CENTERLINE

EARTHWORK - SAND FILL

EARTHWORK - CRUSHED STONE

BREAK LINE

EARTHWORK - COMPACTED FILL

EXISTING GROUND

STAGING AREA

CONSTRUCTION LIMIT/

CPT CONE PENETROMETER TEST

ABBREVIATIONS

* UNLESS OTHERWISE NOTED ON EACH SHEET

BASELINE

BENCHMARK

CENTERLINE

CONSTRUCTIONCONST.

C/L

BM

B/L

NOT TO SCALEN.T.S.

LAND SIDEL/S

R/W RIGHT OF WAY

STATIONSTA.

ELEVATIONEL.

FOOT OR FEETFT.

HWY. HIGHWAY

CONSTRUCTION EASEMENTC/E

TYP. TYPICAL

LIMIT OF CONSTRUCTIONLOC

COR

REPRESENTATIVE

CONTRACTING OFFICER

FCM FRACTURE CRITICAL MEMBER

MT MAGNETIC PARTICLE TESTING

USACE

OF ENGINEERS

UNITED STATES ARMY CORPS

UT ULTRASONIC TESTING

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US Army Corps

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582,732.243,565,782.726

582,201.033,566,064.075

581,990.813,566,243.044

582,374.383,566,704.473

582,539.933,566,563.542

583,014.633,566,312.111

YX

STATE PLANE COORDINATES

ITEM

RIGHT-OF-WAY TABULATIONS

THEY ARE NOT IN THE PLANS.

* POINTS ARE SHOWN FOR CONVENIENCE.

581,420.213,567,128.56837+99.86*

582,192.943,566,486.20827+95

582,265.203,566,426.14827+01.04

582,896.203,566,091.93819+87

585,564.653,564,678.60789+67.37*

YX

STATE PLANE COORDINATES

ITEM

BASELINE TABULATIONS

582,181.183,566,472.0557+30.64

585,491.113,564,706.5319+79.28

585,439.863,563,186.704+58.58

585,346.613,562,840.451+00.00

YX

STATE PLANE COORDINATES

STATION

CENTERLINE TABULATIONS

DO NOT DISTURB191+8112 IN. OXYGENAIR LIQUIDEG-080

REQUIRED

PIPELINE PROTECTION

150+5710 IN. TO 12 IN. HYDROGENAIR PRODUCTSG-027

BY CONTRACTOR

TO BE REMOVED

53+40VALVEENLINKV-001

BY CONTRACTOR

TO BE REMOVED

53+384-1/2 IN. NATURAL GASENLINKG-060

DURING CONSTRUCTION

SLEEVE AROUND UTILITY

CONSTRUCT PIPELINE

CONTRACTOR TO

53+20

LIQUID

10-3/4 IN. NATURAL GAS

ENERGY TRANSFERG-058

CONSTRUCTION

OWNER PRIOR TO

TO BE RELOCATED BY

52+71

2 EA. UTILITY POLES

TELEPHONE LINES AND

OVERHEAD

AT&TC-007

DURING CONSTRUCTION

SLEEVE AROUND UTILITY

CONSTRUCT PIPELINE

CONTRACTOR TO

52+67FIBER OPTICUNITIC-009

CONSTRUCTION

OWNER PRIOR TO

TO BE RELOCATED BY

52+60OVERHEADENTERGY DISTRIBUTIONE-008

DISPOSITIONC/L STATIONDESCRIPTIONOWNERITEM

UTILITY TABULATIONS

582,655.483,566,411.583+20.00

582,504.873,566,129.240+00.00

YX

STATE PLANE COORDINATES

STATION

TABULATIONS

FRENIER RD. CENTERLINE

582,488.223,565,987.804

582,535.033,566,076.173

582,711.773,565,982.562

582,664.963,565,894.191

YX

STATE PLANE COORDINATES

ITEM

STAGING AREA

582,196.423,566,490.39L

582,219.743,566,463.47K

582,233.673,566,393.47J

582,252.843,566,362.71I

582,511.413,566,122.81H

582,625.063,566,062.18G

582,873.733,566,069.56F

582,882.703,566,064.78E

YX

STATE PLANE COORDINATES

STATION

CENTERLINE TABULATIONS

ALL WEATHER ACCESS ROAD

582,686.563,566,362.27D

582,705.283,566,397.62C

582,793.653,566,350.81B

582,774.933,566,315.46A

YX

STATE PLANE COORDINATES

ITEM

PDA TEST AREA

582,640.063,566,406.678+72.87

582,514.963,566,473.407+31.09

582,499.503,566,476.907+15.05

582,268.753,566,466.594+84.07

582,254.423,566,451.874+61.44

582,251.373,566,280.052+89.59

582,267.253,566,253.052+56.64

582,493.693,566,132.260+00.00

YX

STATE PLANE COORDINATES

STATION

CENTERLINE TABULATIONS

EMERGENCY BYPASS RAMP

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

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

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K E

D B

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D E

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IG

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C O

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R A

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N N

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IS

S

U E

D A

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M A

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A T

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SHEET ID

®of Engineers

US Army Corps

N E

W O

R L

E A

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L A

L

E A

K E

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O R

L E

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R

IC

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A R

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IN

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E R

S

R E

A D

Y F

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A D

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IS

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M E

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F

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E N

A M

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F

IL

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U M

B E

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X X

X X

X X

X X

X X

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B R

U A

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A N

S I

D

H

A C

H O

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D M

IC

H

E L

L I

B B

A R

C E

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N A

B B

A R

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H -4

-4

W E

S T

S H

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A K

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H A

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R A

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H U

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A N

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D A

M A

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IS

K R

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T

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C T

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L P

-1 A

L E

V E

E F

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W A

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A N

D G

A T

E

S T

A

B

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O S

T A

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H N

T H

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A P

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G-004

T A

B U

L A

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G-005

G E

N E

R A

L N

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IN

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FACE OF CONCRETE

SECONDARY REINFORCEMENT

PRIMARY REINFORCEMENT

:1

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

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B M

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B Y

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US Army Corps

N E

W O

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T A

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IA

N

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GENERAL NOTES:

SPACING

NTS

(M

IN

(M

G R

E A

T E

R T

H A

N

IN

T

H

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C O

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N

REINFORCEMENT CLEARANCE DETAIL

CONCRETE NOTES:

OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.

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

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

318 FOR APPROPRIATE GUIDANCE.

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

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

BE AT LEAST 2.5 BAR DIAMETERS.

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

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

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

BE AT LEAST 1.5 BAR DIAMETERS.

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

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

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

NOTES:

REQUIRED TO BE CLEANED AFTER CONSTRUCTION.

ALL NEW/ EXISTING DRAINAGE FEATURES WITHIN PROJECT LIMITS SHALL BE 26.

FEDERAL SPONSOR (NFS).

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

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

RESPONSIBLE FOR THE MAINTENANCE OF THE ENTIRE LEVEE (FLOODSIDE,

ONCE GIVEN THE NOTICE TO PROCEED (NTP), THE CONTRACTOR SHALL BE 25.

THROUGHOUT THE DURATION OF THE CONTRACT.

ACCESS TO THE FLOOD SIDE OF FRENIER ROAD SHALL BE MAINTAINED 24.

DUST CONTROL, REMOVAL OF MUD, SPILLAGE, AND DISPOSAL OF DEBRIS.

ROADS SHALL INCLUDE GRADING, REPLACING ROAD SURFACING, WATERING,

THROUGHOUT THE DURATION OF THE CONTRACT. MAINTENANCE OF ACCESS

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ACCESS ROADS 23.

CLEANED DAILY OF MUD, DEBRIS ETC.

SWEEPERS AND SCRAPERS ONSITE. ALL STREETS AND HIGHWAYS SHALL BE

DURING CONSTRUCTION. THE CONTRACTOR SHALL HAVE WASH RACKS,

THE CONTRACTOR SHALL KEEP ALL STATE AND FEDERAL HIGHWAYS CLEAN 22.

PRIOR TO END OF CONTRACT.

THE CONTRACTOR SHALL CLEAN AND REMOVE ALL TRASH IN THE PROJECT LIMIT 21.

AREAS USED BY CONTRACTOR.

SAFETY FENCE SHALL BE INSTALLED AROUND THE PERIMETER OF ALL STAGING 20.

SPEED LIMIT WITHIN CONSTRUCTION LIMITS IS 10 MPH.19.

STEM.

WALL LINE (W/L) IS MEASURED ALONG THE FLOOD SIDE EDGE OF THE NEW WALL 18.

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

OFFSETS REFLECT A PERPENDICULAR OFFSET (90 DEGREES) FROM THE B/L 17.

BEFORE BEGINNING THE WORK. ALL UNITS ARE US SURVEY FEET..

THE PROJECT SITE AND SHALL RE-ESTABLISH THE BASELINE AS REQUIRED

CONTRACTOR SHALL VERIFY THE ESTABLISHMENT OF THE PROJECT BASELINE AT

GOVERNMENT. THE STATE PLANE ZONE HAS BEEN IMPLEMENTED. THE

THE BENCHMARKS AND BASELINES HAVE BEEN ESTABLISHED BY THE 16.

THE PROJECT BASELINE.

3 1/2" BRASS DISKS. THESE DISKS HAVE BEEN PREVIOUSLY SET TO ESTABLISH

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

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 MAKE

AND CONDITION OF THE MATERIALS WHICH WILL BE ENCOUNTERED BETWEEN THE

THE CONTRACTOR SHALL MAKE HIS OWN INTERPRETATION OF THE CHARACTER 14.

ENTERGY REQUIREMENTS AND THE USACE SAFETY MANUAL EM-385-1-1.

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

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

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

BLOWING.

LEVEE RIGHT-OF-WAY. THE EMBANKMENT SHALL BE KEPT MOIST TO PREVENT

UNNECESSARY DUST WHILE TRANSPORTING EARTHEN MATERIAL WITHIN THE

DUST CONTROL - CONTRACTOR SHALL TAKE MEASURES TO PREVENT 11.

PERFORMANCE OF THE WORK.

MANNER TO CAUSE THE LEAST NOISE, CONSISTENT WITH EFFICIENT

EQUIPPED WITH STANDARD SOUND MUFFLING DEVICES, AND OPERATED IN A

WORKING HOURS. ALL CONSTRUCTION MACHINERY & VEHICLES SHALL BE

NOISE APPROPRIATE FOR THE AMBIENT SOUND LEVELS IN THE AREA DURING

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

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 9.

SPECIFICATIONS AND/OR DRAWINGS.

REPRESENTATIVE CONTACT THE DESIGNATED INDIVIDUAL REFERRED TO IN THE

SPECIFICATIONS, SECTION 01100, FOR DETAILS. FOR THE UTILITY OWNER'S

WORK ADJACENT TO AND OVER THE UTILITY ALIGNMENT. REFER TO THE

CONSTRUCTION. THE CONTRACTOR SHALL CONTACT THE OWNER(S) PRIOR TO

RESPONSIBILITY TO VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR TO

PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. IT IS THE CONTRACTOR'S

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

THE LOCATIONS OF THE EXISTING UTILITIES INDICATED ON THE DRAWINGS ARE 8.

VERTICAL DATUM 1988 (2009.55) USING GEOID12B UNLESS OTHERWISE STATED.

ELEVATIONS ARE IN US SURVEY FEET AND REFER TO THE NORTH AMERICAN 7.

SHOWN ONLY WHERE DRAWING IS OBVIOUSLY OUT OF SCALE.

DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE SCALED. NTS IS 6.

THE FIELD.

APPROXIMATE READING. THE CONTRACTOR SHALL VERIFY ACTUAL DIMENSIONS IN

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

THE AERIAL PHOTOGRAPHY WAS FLOWN IN 2019.4.

(NAD83(NA2011) SPCS ZONE 1702).

2011, STATE PLANE COORDINATES SYSTEM ZONE 1702, LOUISIANA SOUTH,

REFERENCED TO THE NORTH AMERICAN DATUM 1983, NATIONAL ADJUSTMENT

HORIZONTAL COORDINATE DATA IS PROVIDED IN US SURVEY FEET AND IS 3.

PROJECTION IS REPRESENTED BY DASHED TICK LINES.

IS REPRESENTED BY SOLID TICK LINES AND THE LAMBERT CONFORMAL CONIC

INSIDE PLAN AREAS, THE POLYCONIC PROJECTION NORTH AMERICAN DATUM 1983 2.

(504) 862-1852.

AVAILABLE FROM USACE, NEW ORLEANS DISTRICT, SURVEY SECTION

THE DESCRIPTIONS OF HORIZONTAL AND VERTICAL CONTROL POINTS ARE 1.

BY HAND.

ALL EXCAVATION WITHIN 18" OF THE ENERGY TRANSFER LINE WILL BE PERFORMED 33.

REQUIRE ENERGY TRANSFER APPROVAL.

CONSTRUCTED ACCESS CROSSINGS. ANY OTHER CROSSING LOCATIONS SHALL

CONTRACTOR SHALL ONLY CROSS THE ENERGY TRANSFER LINE AT THE EXISTING 32.

FILE NUMBER H-4-48231 AND THE DATE 05-23-2022.

THE RIGHT OF WAY DRAWINGS FOR THIS PROJECT CAN BE OBTAINED USING THE 31.

CONSTRUCTING PERMANENT WORK.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND 30.

"SETTLEMENT OF FOUNDATIONS".

CONSIDERED. SEE SPECIFICATION SECTION 31 24 00.00 12, PARAGRAPH

LOCATION UNDER NEW EMBANKMENT IF PAYMENT FOR SETTLEMENT IS TO BE

THE CONTRACTOR IS RESPONSIBLE FOR CHOOSING A SETTLEMENT PLATE 29.

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, SUBCONTRACTOR, OR SUPPLIERS SHALL OBSERVE LEGAL LOAD

LOCAL LAWS AND ORDNANCES INCLUSIVE OF POSTED WEIGHT LIMITS. THE

ALL CONTRACTOR HAULING OPERATIONS SHALL ABIDE BY FEDERAL, STATE, AND 28.

NOTED ON THE DRAWINGS.

ALL NEW AND DISTURBED EMBANKMENTS AND GROUND SHALL BE TURFED AS 27.

BASIC TABLE ALTERNATE TABLE

TOP OTHER

REINFORCEMENT EMBEDMENT AND SPLICE TABLES - 5000 PSI

TOP OTHER TOP OTHER TOP OTHER

SIZE

BAR

LENGTH, INCHES

MINIMUM EMBEDMENT

LENGTH, INCHES

MINIMUM LAP

LENGTH, INCHES

MINIMUM EMBEDMENT

LENGTH, INCHES

MINIMUM LAP

ALL REINFORCING STEEL SHALL BE ASTM A615, UNLESS OTHERWISE NOTED.13.

UNLESS OTHERWISE NOTED.

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

ALL EXTERIOR FORMED SURFACES NOT COVERED BY BACKFILL SHALL BE CLASS 12.

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 CONSTRUCTIBILITY,

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 11.

THE CONTRACTING OFFICER.

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

REINFORCEMENT, WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED 10.

OTHERWISE NOTED.

REINFORCING BARS SHALL BE CONTINUOUS AT ALL CORNERS UNLESS 9.

SYSTEM OF THE CONCRETE REINFORCING STEEL INSTITUTE.

REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE NUMBERING 8.

MANUAL - 2020.

IN ACCORDANCE WITH MNL-66, AMERICAN CONCRETE INSTITUTE DETAILING

ALL BENDS OF REINFORCEMENT AND ALL BAR SPACERS AND SUPPORTS SHALL BE 7.

EDGES, EXTERNAL CORNERS, AND VERTICAL EXPANSION JOINTS.

UNLESS OTHERWISE NOTED, PROVIDE 3/4" CHAMFER AT ALL EXPOSED JOINTS, 6.

CONTRACTING OFFICER.

ADDITIONAL CONSTRUCTION JOINT LOCATIONS SHALL BE APPROVED BY THE

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

WHERE NOT SHOWN, CONSTRUCTION JOINTS SHALL BE PLACED AT LOCATIONS

CONSTRUCTION JOINTS SHALL BE PROVIDED WHERE SHOWN ON THE DRAWINGS. 5.

REINFORCING SHALL BE SPACED TO MISS RECESSES FOR GATE LATCHES.4.

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

STRENGTH (f'c) OF 2500 PSI AT 28 DAYS, 56 DAYS IS POZZOLAN IS USED.

STABILIZATION SLAB CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE 2.

28 DAYS, 56 DAYS IF POZZOLAN IS USED, UNLESS OTHERWISE NOTED.

CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 5000 PSI AT 1.

(STAINLESS STEEL), SEE SPECIFICATIONS.

ITEMS MARKED C.R.S. SHALL BE CORROSION-RESISTANT STEEL 6.

ALLOWANCES MUST BE MADE FOR MACHINING.

DIMENSIONS SHOWN OR CALLED FOR ARE THE FINAL DIMENSIONS; 5.

DRAWINGS AND SUBMITTED BY THE CONTRACTOR FOR APPROVAL.

REQUIRED. DETAILED INFORMATION SHALL BE SHOWN ON THE SHOP

WELDING SOCIETY AND INDICATE ONLY SIZE AND TYPE OF WELDS

WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN 4.

WELDING CODE, SEE SPECIFICATIONS.

APPLICABLE, SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STRUCTURAL

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

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

SUCH CONTACTS SHALL BE SEALED WATERTIGHT BY RUNNING A CONTINUOUS 1/8" FILLET

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

WITH SPECIFICATION SECTION 35 20 16.61 12.

ASTM A709, GRADE 50. TOUGHNESS REQUIREMENTS SHALL BE MET IN ACCORDANCE

ALL STRUCTURAL STEEL PLATES AND SHAPES FOR SWING GATE SHALL CONFORM TO 1.

STEEL NOTES:

NOTED.

ALL WELD ACCESS HOLES SHALL HAVE A MIN. RADIUS OF 1.5 INCHES UNLESS OTHERWISE 17.

APPROVAL PRIOR TO FABRICATION.

DETAILS MUST BE SUBMITTED TO THE CONTRACTING OFFICER'S REPRESENTATIVE FOR

RT, & MT TESTED AS PER THE SPECIFICATIONS. LOCATIONS OF SPLICES AND JOINT

COMPLETE JOINT PENETRATION GROOVE WELDS GROUND FLUSH AND MUST BE 100% UT,

APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE. ALL SPLICES MUST BE

NO SPLICES IN PLATES OR MEMBERS SHALL BE PERMITTED UNLESS SUBMITTED AND 16.

ROUGH AREAS.

GRIND ALL GROOVE WELDS FLUSH SUCH THAT THERE ARE NO BURRS, OFFSETS OR 15.

ALL SHARP EDGES SHALL BE GROUND TO A 1/16" RADIUS MIN. UNO. 14.

OF H:V OF 2.5:1 OR GREATER.

THICKNESSES OR WIDTHS, THE LARGER OF THE PLATES SHALL HAVE A BEVELED SLOPE

UNLESS OTHERWISE SHOWN, FOR ANY TRANSITIONS BETWEEN DIFFERING PLATE 13.

REQUIRED.

REQUIREMENTS FOR TRACKING PURPOSES. PERFORM NDT PER SPECIFICATIONS AS

WELD INSPECTION NOTES IN WELD SYMBOLS ARE IN ADDITION TO SPECIFICATIONS 12.

PER AWS MINIMUM WELD SIZE.

EVERY ACCESSIBLE JOINT NOT HAVING A DESIGNATED TYPE AND SIZE SHALL BE WELDED

ALL FILLET WELDS SHALL BE CONTINUOUS AND WRAPPED UNLESS OTHERWISE NOTED. 11.

AUTHORIZED BY THE CONTRACTING OFFICER.

FIELD WELDING WILL NOT BE PERMITTED UNLESS SHOWN ON THE DRAWINGS OR 10.

WELDING OF A709 STEEL SHALL CONFORM TO AWS CODE D1.5/D1.5M. 9.

APPLICATION UNLESS NOTED OTHERWISE.

ALL BOLT HOLES IN STRUCTURAL STEEL ELEMENTS SHALL BE DRILLED PRIOR TO PAINT8.

INCLEMENT WEATHER UNTIL ALL PAINTING HAS BEEN COMPLETED.

ALL FABRICATION SHALL BE PERFORMED IN A SHOP TO PROTECT THE GATES FROM 7.

EL. 3.0

1V ON 3H

EXISTING GROUND

EL. 3.0

EL. 13.9

LEVEE

EXISTING

AND STOCKPILED

TO BE DEGRADED

EXISTING PRE-LOAD

AND STOCKPILED

TO BE DEGRADED

EXISTING PRE-LOAD

SHOWN FOR CLARITY

WICK DRAINS ARE NOT

EXISTING HORIZONTAL

EL. 13.9

LEVEE

EXISTING

EL. 3.5

AND SANDFILL

GEOTEXTILE

EXISTING

EL. 5.0

GEOTEXTILE

EXISTING

C-007

E-008

G-060

C-009

WSLP-19-019U

WSLP-19-020U

SECTION

PIPELINE PROTECTION

ACCESS ROAD AND

B /L

S T

A

B /L

S T

A

B /L

S T

A

G-060

G-058

E-008

C-007

WSLP-19-092-C-V

WSLP-19-018-C

G-060

C-009

E

V-001

TO BE REMOVED

(2) EXISTING CULVERTS

(PERFORMED BY OTHERS)

ACCESS FOR WSLP 103

(PERFORMED BY OTHERS)

ACCESS FOR WSLP 102

G-058

TO BE REMOVED

EXISTING PRE-LOAD

TO BE REMOVED

EXISTING PRE-LOAD

NOTE 4.

TO BE REMOVED. SEE

(2) EXISTING CULVERTS

POWER POLE CONSTRUCTION

LOCATION DURING

RELOCATED E-008

NOTE 5

SEE

NOTE 6

SEE

(N: 582211.490, E: 3566428.924)

EDGE OF EXISTING GEOTEXTILE

(N: 582288.406, E: 3566515.960)

EDGE OF EXISTING GEOTEXTILE

A N

D S

T A .6

C /L

L

IM

IT

O

F W

O R

K S

T A B /L

FLOOD SIDE

EXISTING RIGHT-OF-WAY

EXISTING RIGHT-OF-WAY

LAND SIDE

N O

R T

H

P L A

N

ST. JOHN THE BAPTIST PARISH, LA

F R

E N

IE

R

R O

A D

UPON COMPLETION.

CONSTRUCTION AND WILL BE REPLACED

WILL BE REMOVED BY ENTERGY PRIOR TO

(6) THIS PORTION OF THE EXISTING E-008 LINE

WILL BE REPLACED UPON COMPLETION.

ENTERGY PRIOR TO CONSTRUCTION AND

(5) THIS POWER POLE WILL BE REMOVED BY,

REMOVED.

LOCATED NEAR STA. 824+00 B/L TO BE

(4) (2) 24" DIA. X 80' GALVANIZED CMP CULVERTS,

OF COORDINATES.

(3) REFER TO SHEET G-004 FOR TABULATIONS

CONTRACTORS.

TO THE ADJACENT WSLP 102 AND WSLP 103

(2) THE CONTRACTOR SHALL ALLOW ACCESS

(1) ACCESS WILL BE FROM FRENIER ROAD.

NOTE:

100' 200'0

3,566,000

3,567,000

3,567,000

3,565,000

3,566,000

3,565,000

,0

,0

,0

,0

90°25'45"

90°26' 0"

90°26' 0"

H

C

-0

.d g n

L

IM

IT

O

F W

O R

K S

T A

.6

C /L

P L

A N

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D P

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F

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E

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IS

T

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G

C-001

S T

A

.6

C /L

E N

D E

X

IS

T

IN

G L

E V

E

A

.4

C /L

E N

D E

X

IS

T

IN

G L

E V

L

IM

IT

O

F W

O R

K S

T A

C

/L

(PERFORMED BY OTHERS)

WSLP-103 CONSTRUCTION AREA

BASELINE

CENTERLINE

(PERFORMED BY OTHERS)

WSLP-103 STAGING AREA

A N

D S

T A C /L

S T

A B /L

L

IM

IT

O

F W

O R

K

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

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

N E

W O

R L

E A

N S

L A

L

E A

K E

A V

E N

E W

O R

L E

A N

S D

IS

T

R

IC

T U

.S

A R

M Y

C O

R P

S O

F E

N G

IN

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

IN

L

O U

IS

IA

N A

H U

R R

IC

A

N E

A N

D S

T O

R M

D A

M A

G E

R

IS

K R

E D

U C

T

IO

N P

R O

J E

C T

W S

L P

-1 A

L E

V E

E F

L O

O D

W A

L L

A N

D G

A T

E

F

IL

E N

A M

E

F

IL

E N

U M

B E

R

Z X

X X

X X

X X

X X

X X

W P

B

A

F E

B R

U A

R Y

A N

S I

D S

T

J O

H N

T H

E B

A P

T

IS

T

L O

U

IS

IA

N

A

P

W

IL

T Z

H U

E T

E

M C

C A

R T

Y

L H

A T

T E

N

D B

E C

K H

-4 -4

S T

A

B

/L T

O S

T A

R

A D

Y F

O R

A D

V E

R T

IS

E

M E

N T

36+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 51+00 52+00 53+00 54+00 55+00 56+00 57+00

-20 -20

-10 -10

0 0

10 10

20 20

30 30

58+00

W

IC

K D

R A

IN

S

L

IM

IT

O

F E

X

IS

T

IN

G

S T

A

C

/L

W

IC

K D

R A

IN

S

L

IM

IT

O

F E

X

IS

T

IN

G

S T

A

C

/L

NOT SHOWN FOR CLARITY

EXISTING WICK DRAINS

38+0037+00

NOT SHOWN FOR CLARITY

EXISTING WICK DRAINS

B /L S

T A .0

EL. 7.5

EL. 3.0

1V ON 3H

EXISTING GROUND

EL. 7.5

EL. 3.0

EL. 3.5

AND SANDFILL

GEOTEXTILE

EXISTING

SHOWN FOR CLARITY

WICK DRAINS ARE NOT

EXISTING HORIZONTAL

EL. 13.9

LEVEE

TOP OF

EL. 13.9

LEVEE

TOP OF

C-007

G-058

E-008

G-060

C-009

WSLP-19-020U

(PERFORMED BY OTHERS)

ACCESS FOR WSLP 102

G-058

E-008

C-007

WSLP-19-092-C-V

WSLP-19-018-C

G-060

2 3

E

AREA

TEST

PDA

G

A

B C

D

I

J

K

(2) CULVERTS

CULVERT

(SEE SHEET C-004 AND C-005)

ALL WEATHER ACCESS ROAD C/L

C-009

H

WSLP-19-019U

(SEE SHEET C-004 AND C-005)

EMERGENCY BYPASS RAMP

L

(SEE SHEET C-004 AND C-005)

ALL WEATHER ACCESS ROAD C/L

(2) CULVERTS

WSLP 103A

ACCESS FOR

STOCKPILE

(PERFORMED BY OTHERS)

ACCESS FOR WSLP 103

F

SEE NOTE 6

POWER POLE

CONSTRUCTION

LOCATION DURING

RELOCATED E-008

SEE NOTE 7

SEE NOTE 8

BASELINE

A N

D S

T A .6

C /L

L

IM

IT

O

F W

O R

K S

T A B /L

N O

R T

H

P L A

N

ST. JOHN THE BAPTIST PARISH, LA

F R

E N

IE

R

R O

A D

UPON COMPLETION.

CONSTRUCTION AND WILL BE REPLACED

WILL BE REMOVED BY ENTERGY PRIOR TO

(8) THIS PORTION OF THE EXISTING E-008 LINE

WILL BE REPLACED UPON COMPLETION.

ENTERGY PRIOR TO CONSTRUCTION AND

(7) THIS POWER POLE WILL BE REMOVED BY

AND ADJACENT AREAS.

PREVENT FLOODING OF ACCESS ROAD

ACCESS ROAD AS REQUIRED TO

(6) PROVIDE CULVERT(S) AT STOCKPILE

PLAN.

(5) REFER TO SHEET C-017 FOR STOCKPILE

PLAN AND PROFILE.

(4) REFER TO SHEET S-100 FOR FLOODWALL

OF COORDINATES.

(3) REFER TO SHEET G-004 FOR TABULATIONS

CONTRACTORS.

TO THE ADJACENT WSLP 102 AND WSLP 103

(2) THE CONTRACTOR SHALL ALLOW ACCESS

(1) ACCESS WILL BE FROM FRENIER ROAD.

NOTE:

100' 200'0

3,566,000

3,567,000

3,567,000

3,565,000

3,566,000

3,565,000

,0

,0

,0

,0

90°26' 0"

90°26' 0"

H

C

-0

.d g n

CENTERLINE

L

IM

IT

O

F W

O R

K S

T A

.6

C /L

LEVEE TOE

LEVEE TOE

P L

A N

A N

D P

R O

F

IL

E

F

IN

A L

C-002

STAGING AREA

S T

A

C

/L

E N

D F

U L

L L

E V

E E

S E

C T

IO

N

A

D S

T A C /L

S T

A B /L

L

IM

IT

O

F W

O R

K

S T

A

C

/L

E N

D F

U L

L L

E V

E E

S E

C T

FLOOD SIDE

EXISTING R/W

LAND SIDE

L

IM

IT

O

F W

O R

K S

T A

C

/L

(PERFORMED BY OTHERS)

WSLP-103 CONSTRUCTION AREA

(PERFORMED BY OTHERS)

WSLP-103 STAGING AREA

EXISTING R/W

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

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

N E

W O

R L

E A

N S

L A

L

E A

K E

A V

E N

E W

O R

L E

A N

S D

IS

T

R

IC

T U

.S

A R

M Y

C O

R P

S O

F E

N G

IN

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

IN

L

O U

IS

IA

N A

H U

R R

IC

A

N E

A N

D S

T O

R M

D A

M A

G E

R

IS

K R

E D

U C

T

IO

N P

R O

J E

C T

W S

L P

-1 A

L E

V E

E F

L O

O D

W A

L L

A N

D G

A T

E

F

IL

E N

A M

E

F

IL

E N

U M

B E

R

Z X

X X

X X

X X

X X

X X

W P

B

A

F E

B R

U A

R Y

A N

S I

D S

T

J O

H N

T H

E B

A P

T

IS

T

L O

U

IS

IA

N

A

P

W

IL

T Z

H U

E T

E

M C

C A

R T

Y

L H

A T

T E

N

D B

E C

K H

-4 -4

S T

A

B

/L T

O S

T A

A D

Y F

O R

A D

V E

R T

IS

E

M E

N T

36+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 51+00 52+00 53+00 54+00 55+00 56+00 57+00

-20 -20

-10 -10

0 0

10 10

20 20

30 30

58+00

L E

V E

E S

E C

T

IT

O

F F

U

A

C

/L

W

IC

K D

R A

IN

S

L

IM

IT

O

F E

X

IS

T

IN

G

S T

A

C

/L

L E

V E

E S

E C

T

IT

O

F F

U

A

C

/L

W

IC

K D

R A

IN

S

L

IM

IT

O

F E

X

IS

T

IN

G

S T

A

C

/L

NOT SHOWN FOR CLARITY

EXISTING WICK DRAINS

38+0037+00

NOT SHOWN FOR CLARITY

EXISTING WICK DRAINS

*SHEET PILE NOT SHOWN FOR CLARITY

B /L S

T A .0

MONOLITH

GATE SILL

NEW ASPHALT

NEW ASPHALT

2'-0"2'-0"

BASE COURSE

NEW 8 ½" CLASS II

ROAD

EXISTING

CONSTRUCTION 1V:2H SLOPE

EXCAVATION LINE FOR FLOODWALL

15'-0"

EMBANKMENT COMPACTED FILL

CONSTRUCTION 1V:2H SLOPE

EXCAVATION LINE FOR FLOODWALL

BASE COURSE

NEW 8 ½" CLASS II

100'-0" 100'-0"

SLOPE

1V:3H SIDE

COMPACTED FILL

BACKFILL WITH

SECTION

EXISTING

SLOPE

1V:3H SIDE

COMPACTED FILL

BACKFILL WITH

2 22 1

5 5

9' 9' 2'2'

SILL EL. 5.0' NEW ASPHALT

GATE SILL MONOLITH

EXISTING ROAD EL. 3.6' +/-ROADWAY

TIE INTO EXISTING

ROADWAY

TIE INTO EXISTING

NEW ASPHALT

BASE COURSE

" CLASS II2

NEW 8

BASE COURSE

" CLASS II2

NEW 8

EMBANKMENT COMPACTED FILL

100'-0" 100'-0"

C-003

P R

O F

IL

E

A N

D S

E C

T

IO

N V

IE

W

F R

E N

IE

R

R D

H

C

-0

.d g n

AT THE LIMITS OF ROAD CONSTRUCTION.

10' TO MATCH THE WIDTH AND GRADES OF THE EXISTING ROAD

5. TRANSITION THE WIDTH OF THE NEW ROAD OVER A DISTANCE OF

LIMITS OF WORK.

GRADE AT EL +5.0 AND THE EXISTING ROAD ELEVATIONS AT THE

LIMITS OF THE NEW ROAD TO MATCH THE NEW FLOODWALL

4. TRANSITION FOR A DISTANCE OF 10' THE CROSS SLOPES AT THE

LIMITS OF THE NEW CONSTRUCTION.

SHOWN AND MATCH THE EXISTING ROAD ELEVATIONS AS THE

FLOODWALL SILL AT EL. +5.0 OUTWARD 100' FS AND LS AS

3. NEW ROAD SHALL BE A SINGLE SLOPE TO MATCH THE NEW

OF THE ASPHALT.

2. REMOVE ASPHALT BY EXCAVATION OF 8 1/2" BELOW THE BASE

PROJECT.

BY THE PROJECT SPECIFICATIONS SHALL GOVERN ON THIS

SPECIFICATIONS FOR ROADS AND BRIDGES, AS AMENDED

1. THE 2016 EDITION OF THE LOUISIANA DOTD STANDARD

NOTES:

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

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

N E

W O

R L

E A

N S

L A

L

E A

K E

A V

E N

E W

O R

L E

A N

S D

IS

T

R

IC

T U

.S

A R

M Y

C O

R P

S O

F E

N G

IN

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

IN

L

O U

IS

IA

N A

H U

R R

IC

A

N E

A N

D S

T O

R M

D A

M A

G E

R

IS

K R

E D

U C

T

IO

N P

R O

J E

C T

W S

L P

-1 A

L E

V E

E F

L O

O D

W A

L L

A N

D G

A T

E

F

IL

E N

A M

E

F

IL

E N

U M

B E

R

Z X

X X

X X

X X

X X

X X

W P

B

A

F E

B R

U A

R Y

A N

S I

D S

T

J O

H N

T H

E B

A P

T

IS

T

L O

U

IS

IA

N

A

P

W

IL

T Z

H U

E T

E

M C

C A

R T

Y

L H

A T

T E

N

D B

E C

K H

-4 -4

S T

A

B /L

T O

S T

A

A D

Y F

O R

A D

V E

R T

IS

E

M E

N T

SEPARATOR GEOTEXTILE

SHOULDER WEDGE, PER LADOTD SHOULDER WEDGE DETAIL

8 1/2" CLASS II BASE COURSE (STONE OR RECYCLED PCCP)

12 1/2" AGGREGATE SURFACE COURSE (SHOULDER)

PAVEMENT MARKERS AND STRIPING, PER LSSRB

4" ASPHALTIC CONCRETE, LEVEL A

SECTION DETAIL

EL. 5.0

EL. 2.0

AGGREGATE

BASE COURSE

ASPHALT CONCRETE

LEGEND

2% CROSS SLOPE2% CROSS SLOPE

1'

TYP.

ROADWAY SECTION VIEW

0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20

-5 -5

0 0

5 5

10 10

15 15

20 20

FRENIER RD.

CENTERLINE

FLOODWALL

1+50.150+45.40 2+60.40

LAND SIDE FLOOD SIDE

FRENIER RD. PROFILE

E

L E

V A

T

IO

N

E L

E V

A T

R = 15'

R = 15'

R = 15'

R = 15' R = 15'

R = 30'

R = 15'

R = 15'

CENTERLINE

(SEE SHEET C-006 FOR DETAIL)

ALL WEATHER ACCESS ROAD

TO AGGREGATE ROAD

TRANSITION FROM ASPHALT

ASPHALT APRON

SEE SHEET C-006 FOR DETAIL

FLOOD GATE

FLOODWALL

TO AGGREGATE ROAD

TRANSITION FROM ASPHALT

(SEE SHEET C-006 FOR DETAIL)

ALL WEATHER ACCESS ROAD

CENTERLINE

ASPHALT APRON

SEE SHEET C-006 FOR DETAIL

E

F

G

H

I

G-058

C-007

E-008

C-009

C/L STA. 3+20.00

C/L STA. 0+00.00

CENTERLINE

FRENIER ROAD

(SEE SHEET C-003)

REMOVE AND INSTALL ASPHALT

J

K

L

R = 15'

R = 30'

C/L STA. 4+84.07

C/L STA. 4+61.44

R = 15'

SEE SHEET C-006 FOR DETAIL

STA. 0+40.96 AND 0+44.96

INSTALL CULVERTS,

SEE SHEET C-006 FOR DETAIL

STA. 3+46.44

INSTALL CULVERT,

SEE SHEET C-006 FOR DETAIL

STA. 8+27.92 AND 8+31.92

INSTALL CULVERTS,

POWER POLE POWER POLE POWER POLE

POWER POLE

AND WILL BE REPLACED UPON COMPLETION.

BY ENTERGY PRIOR TO CONSTRUCTION

THIS POWER POLE WILL BE REMOVED

POWER POLE

POWER POLE

DURING CONSTRUCTION

RELOCATED E-008 LOCATION

DURING CONSTRUCTION

RELOCATED E-008 LOCATION

AND WILL BE REPLACED UPON COMPLETION.

REMOVED BY ENTERGY PRIOR TO CONSTRUCTION

THIS PORTION OF THE EXISTING E-008 WILL BE

AND WILL BE REPLACED UPON COMPLETION.

REMOVED BY ENTERGY PRIOR TO CONSTRUCTION

THIS PORTION OF THE EXISTING E-008 WILL BE

C-004

E M

E R

G E

N C

Y B

Y P

A S

S R

A M

P P

L A

N V

IE

W

A L

L W

E A

T H

E R

A C

C E

S S

R O

A D

A N

D

H C

-0 .d g n

3,566,000

3,566,300

3,566,600

3,566,000

3,566,300

3,566,600

,3

,6

,3

,6

90°25'54"

90°25'51"

90°25'48"

90°25'54"

90°25'48"

°0

'5

°0

'5

90°25'51"

,0

,0

°0

'0

°0

'0

,9

,9

°0

'5

°0

'5

°0

'5

°0

'5

SLOPE TO DRAIN

RIGHT-OF-WAY

F R

E N

IE

R R

O A

D

50'

LEVEE CENTERLINE

FLOOD SIDE

LAND SIDE

RIGHT-OF-WAY

B /L S

T A .0

L

IM

IT

O

F W

O R

K S

T A B /L A

N D

C /L

L

IM

IT

O

F W

O R

K S

T A B /L A

N D

.6

C /L

50'

30' 60'0

ST. JOHN THE BAPTIST PARISH

LE

VEE C

ENTE

RLIN

E

LEVEE BASELINE

N

C /L S

T A .8

C /L S

T A .0

C /L S

T A .3

C /L S

T A . 0

.0

LEVEE BASELINE

C /L S

T A . 2

.6

C/L STA. 2+89.59

C /L S

T A .0

C /L S

T A .0

C /L S

T A .8

SLOPE TO DRAIN

SLOPE T

O D

RAIN

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

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

N E

W O

R L

E A

N S

L A

L

E A

K E

A V

E N

E W

O R

L E

A N

S D

IS

T

R

IC

T U

.S

A R

M Y

C O

R P

S O

F E

N G

IN

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

IN

L

O U

IS

IA

N A

H U

R R

IC

A

N E

A N

D S

T O

R M

D A

M A

G E

R

IS

K R

E D

U C

T

IO

N P

R O

J E

C T

W S

L P

-1

A

L E

V E

E

F L

O O

D W

A L

L A

N D

G A

T E

F

IL

E N

A M

E

F

IL

E N

U M

B E

R

Z X

X X

X X

X X

X X

X X

W P

B

A

F E

B R

U A

R Y

A N

S I

D S

T

J O

H N

T H

E B

A P

T

IS

T

L O

U

IS

IA

N

A

P

W

IL

T Z

H U

E T

E

M C

C A

R T

Y

L H

A T

T E

N

D B

E C

K H

-4 -4

S T

A

B /L

T O

S T

A

A D

Y F

O R

A D

V E

R T

IS

E

M E

EL. 3.5

STA. 0+00.00

EL. 3.5

STA. 3+18.90COMPACTED FILL

COMPACTED FILL

EL. 13.9

STA. 4+87.31

COMPACTED FILL

EL. 6.0

STA. 5+60.34

EL. 3.5

STA. 5+94.48

GRADE = -0.05%

SLOPE VARIES

GRADE = -0.1%

1V : 10H

EL. 3.5

STA. 8+72.87

EXISTING GRADE

EXISTING GRADE

G-058

G-060

SEE DETAIL, SHEET C-006

(2) 24" PIPE CULVERTS, SEE DETAIL, SHEET C-006

(2) 24" PIPE CULVERTS,

G-058

EL. 13.9

STA. 4+57.04

COMPACTED FILL

GRADE = +0.04%

SLOPE VARIES

GRADE = +0.1%

1V : 10H

EL. 6.0

STA. 3+56.34

G-060

EXISTING GRADE EXISTING GRADE

EL. 3.5

STA. 1+41.87

EL. 3.5

STA. 7+26.73COMPACTED FILL

COMPACTED FILL

SEE DETAIL, SHEET C-006

(2) 24" PIPE CULVERTS,

SEE DETAIL, SHEET C-006

24" PIPE CULVERT,

C-009

G-058

G-060

EL. 7.25

STA. 7+80.08

BYPASS RAMP AND ACCESS RD C/L

INTERSECTION OF EMERGENCY

EL. 3.5

STA. 4+07.81

BYPASS RAMP

START OF EMERGENCY

BYPASS RAMP

EMERGENCY

EDGE OF

GRADE = +0.1%

1V : 10H

GRADE = +0.04%

SLOPE VARIES

EL. 6.0

STA. 7+64.17

GRADE = +0.08%

1V : 13 H

C-005

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-5

PROFILE

EMERGENCY BYPASS RAMP

EXISTING LEVEE MATERIAL.

CASE SHALL REDUCE THE TYPICAL SECTION DIMENSIONS OR REMOVE

SECTION AND/OR IN ADDITION TO EXISTING LEVEE MATERIAL AND IN NO

EMERGENCY BYPASS RAMP MATERIAL SHALL BE IN ADDITION TO TYPICAL

NOTE:

GRADE = +0.0%

EL. 3.5

GRADE

0.0 8%

1V : 1

3H G

RADE = -0.11%

1V : 9H

GRADE = -0.0%

EL. 3.5

CENTERLINE

LEVEE

9+00

-5

7+80 8+10 8+40 8+70

0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+30

-5

PROFILE

ALL WEATHER ACCESS ROAD

THE TYPICAL SECTION DIMENSIONS OR REMOVE EXISTING LEVEE MATERIAL.

IN ADDITION TO EXISTING LEVEE MATERIAL AND IN NO CASE SHALL REDUCE

ACCESS ROAD MATERIAL SHALL BE IN ADDITION TO TYPICAL SECTION AND/OR

NOTE:

-5

GRADE = -0.0%

EL. 3.5

GRADE = -0.0%

EL. 3.5

ROAD

FRENIER

9+00

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COMPACTED FILL

SEPARATOR GEOTEXTILE

TO PROVIDE A LEVEL ROAD BASE

SOME SAND FILL MAY BE REQUIRED

LEVEL ROAD ELEVATION

INCREASE THICKNESS TO 9" BUT MAINTAIN

INTERSECTION OF AGGREGATE ROAD

FOR LAST 18" OF ASPHALT ROAD AT

2" ASPHALT BINDER COURSE.

2" ASPHALT SURFACE COURSE

12" STONE (R90 GRADATION) 12" CRUSHED STONE BASE

12" CRUSHED STONE BASE (UP TO HAUNCHES)

EL. -2.83', AT DITCH INVERT

EL. -1.83', AT CULVERT INVERT

24" PIPE CULVERT 2' (MIN.) COVER OVER PIPE

2" ASPHALT SURFACE COURSE

FABRIC SHALL BE CUT BACK TO EDGE OF STONE.

TO SAND CONTINUOUS OVER PIPES. EXPOSED

SEPARATOR GEOTEXTILE TO BE PLACED PRIOR

5' 5'

OVER TOP OF CULVERT AND ON SIDES.

THE R90 STONE SHALL EXTEND 1-FOOT

(COMPACTED CRUSHED STONE)

12" BASE COURSE

1V:1H

15' (BYPASS RAMP)

10' (ACCESS ROAD)

2" ASPHALT BINDER COURSE

(COMPACTED CRUSHED STONE)

12" BASE COURSE

SEPARATOR GEOTEXTILE

LEVEE SLOPE

ANGLE OF REPOSE

9" CRUSHED STONE COMPACTED

10' WIDE

8' WIDE

9" COMPACTED

SEPARATOR FABRIC

H

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C-006

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SHEET ID

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US Army Corps

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1V O N 3H

1V ON 3H

NOTE: ASPHALT ROAD WILL TRANSITION TO CRUSHED STONE ROAD AFTER 50'.

15'

2%

LEVEE SECTION

(LEVEE GRADE MATERIAL)

CONSTRUCT COMPACTED FILL

1V:3H

1V:3H

SURFACING DETAIL

SEE TYPICAL RAMP

ASPHALT ROAD TYPICAL SECTION

SCALE: N.T.S.

RAMP SECTION DETAIL 1

MIRROR RAMP SECTION DETAIL 1 AS NEEDED

SCALE: N.T.S.

15'

LEVEE EMABNKMENT

1V O N 3H

7.5' 7.5'

RAMP

C/L

2%

GEOTEXTILE

SEPARATOR

INSTALL

7" CRUSHED STONE

SURFACING MATERIAL

INSTALL

(LEVEE GRADE MATERIAL)

CONSTRUCT COMPACTED FILL

RAMP CROWN EL.

1V:3H1 V :1

H

1V:1H

ROAD

ASPHALT

TO DRAIN

MIN 2% SLOPE

TO DRAIN

MIN. 2% SLOPE

C L

10'

GROUND

EXISTING

1V O N 3H

5' 5'

ROAD

C/L

2%

GEOTEXTILE

SEPARATOR

INSTALL

7" CRUSHED STONE

SURFACING MATERIAL

INSTALL

CONSTRUCT COMPACTED FILL

EL. 3.5'

1V:3H

V :1

H

2%

1V:3 H

1V:3H

LENGTH OF PIPE

CROSSING WIDTH

15' (BYPASS RAMP)

10' (ACCESS ROAD)

48' (BYPASS RAMP)

43' (ACCESS ROAD)

ROAD

C/L

CULVERT DETAILS - SECTION

C/L STA. 3+46.44 (ACCESS ROAD); C/L STA. 0+40.96, 0+44.96, 8+27.92 AND 8+31.92 (BYPASS RAMP)

SCALE: N.T.S.

TYPICAL RAMP SURFACING DETAIL

SCALE: N.T.S.

SLOPE TO DRAIN

TYPICAL ROAD AND SURFACING DETAIL

SCALE: N.T.S.

TYPICAL ALL WEATHER ACCESS ROAD DETAIL

SCALE: N.T.S.

1/4"

4'

3"

WELDED TO PLATE

RISER PIPE

WELDED TO PLATE

RISER PIPE 3" STD

1' 4'

20'

BASE BASE BASE

MAT

TIMBER

TOP

MAT

TIMBER

TOP

MAT

TIMBER

TOP

1' 4'

20'

AND DRAINAGE EXCAVATION

LINER PLACEMENTAND DRAINAGE EXCAVATION

LINER PLACEMENT

SURFACING MATERIAL

SURFACING MATERIAL

TOGETHER TO FORM A 4' WIDE PANEL)

TIMBERS BOLTED

BASE TIMBER MAT (1'X1'X12'

TO FORM A 4' WIDE PANEL)

TIMBERS BOLTED TOGETHER

TOP TIMBER MAT (1'X1'X12'

PIPE CAP

FILLED WITH COMPACTED FILL.

PIPE SHALL BE CUT-OFF 3-FEET BELOW GRADE AND VOID

6. PRIOR TO SEEDING THE LEVEE AND BERMS, THE RISER

SECTION AND IN THE CONTRACT SPECIFICATIONS.

5. THE GAGE LOCATIONS ARE IDENTIFIED ON THE DESIGN

OPTION WITH APPROVAL OF THE CONTRACTING OFFICER.

THE EXISTING LEVEE CROWN AT THE CONTRACTOR'S

4. THE GAGE LOCATIONS MAY BE MOVED HORIZONTALLY ON

DISTANCE BETWEEN THE GAGES.

SETTLEMENT MEASUREMENT RANGE SHALL BE HALF THE

THE GAGES ARE PLACED LESS THAN 300 FEET APART. THE

3. THE EXCEPTION TO REQUIREMENT NO. 2 SHALL BE WHERE

LEVEE SECTION.

ANS SHALL BE MEASURED ALONG THE CENTERLINE OF THE

SHALL BE 150 FEET IN EACH DIRECTION FROM EACH GAGE,

2. THE SETTLEMENT MEASUREMENT RANGE FOR EACH GAGE

PLATES TO BE USED AS SETTLEMENT GAGES.

1. THE CONTRACTOR MUST FURNISH AND INSTALL STEEL

FROM FOUNDATION SETTLEMENT DURING CONSTRUCTION:

TO RECEIVE PAYMENT FOR PLACEMENT OF ADDITIONAL FILL

NOTES:

K-13

SETTLEMENT MEASUREMENT GAGE - PLAN

SCALE: NOT TO SCALE

PIPE UNTIL THE POLATE ELEVATION IS REACHED.

REMOVING PIPE CAP AND INSERTING A SURVEY ROD INTO THE

4. CONTRACTOR SHALL SURVEY PLATE ELEVATIONS BY

CONSTRUCTION.

3. RISER SHALL BE EXTENDED AS NEEDED DURING

EMBANKMENT AND MAXIMUM 1' OVER THE EMBAKMENT.

2. THE RISER PIPE SHALL BE A MINIMUM OF 1/2' BENATH THE

MEASUREMENT GAGES SHALL BE 4'X4'X1/4".

1. THE STEEL PLATE DIMENSIONS FOR THE SETTLEMENT

NOTES:

1/4

F-14

SETTLEMENT MEASUREMENT GAGE - PROFILE

SCALE: NOT TO SCALE

TIMBER MAT TIMBER MAT TIMBER MAT

PROPOSED EGRESS.

4. TRUCK WASH DOWN RACK SHALL BE PLACED AT EVERY

INGRESS AND EGRESS OF THE TRUCK WASH-DOWN RACK

3. THE CONTRACTOR SHALL PROVIDE SURFACING MATERIAL FOR

TIMBER MATS AND FOR DRAINAGE SHALL NOT EXCEED 16 INCHES.

2. THE DEPTH OF EXCAVATION FOR THE PLACEMENT OF THE BASE

1. THE TIMBER MATS SHALL BE SLOPED TO ALLOW FOR DRAINAGE.

NOTES:

C-007

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F-1

- PLAN VIEWTRUCK WASH DOWN RACK

1"=1" FULL SIZESCALE:

A-1

TRUCK WASH DOWN RACK - PROFILE VIEW

1"=1" FULL SIZESCALE:

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A-1

F-14

EL. 6.0

51'46'40'46'51'

EL. 3.0

EL. 13.9

EL. 3.0

EL. 6.0

EL. 13.9

1V ON 4H 1V ON 4H

1V ON 4H 1V ON 4H

EL. 7.5

EL. 4.5

EL. 13.9

EL. 3.0

EL. 13.9

1V ON 3H 1V ON 3H

1V ON 3H 1V ON 3H

EL. 7.5 1V ON 18H

1V ON 17HEL. 5.5 EL. 4.0

(SEE NOTE 1)

BE REMOVED

PRE-LOAD TO

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

WICK DRAINS

EL. 3.5 & 5.0

GEOTEXTILE

REINFORCEMENT FILL

SAND

EL. 2.5

STRIP DRAINS

HORIZONTAL

EL. 3.5 & 5.0

GEOTEXTILE

REINFORCEMENT FILL

SAND COMPACTED FILL

WICK DRAINS AND HORIZONTAL STRIP DRAINS NOT SHOWN FOR CLARITY

WICK DRAINS AND HORIZONTAL STRIP DRAINS NOT SHOWN FOR CLARITY

EL. 3.5 & 5.0

GEOTEXTILE

REINFORCEMENT COMPACTED FILL

FILL

SAND

FILL

COMPACTED

15'63'19.2'10'19.2'33.8'15'

1V ON 15H1V ON 15H

H

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C-008

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AND SEEDING.

2. DEGRADED AREAS WILL REQUIRE FERTILIZING

FOR STOCKPILE PLAN AND TYPICAL SECTION.

OF THE WSLP-110 PRE-LOAD. SEE SHEET C-017

WSLP-110 SITE TO BE USED IN CONSTRUCTION

EXCESS MATERIAL SHALL BE HAULED TO THE

EMERGENCY BYPASS RAMP, AND FRENIER RD.

AND FILL FOR ALL-WEATHER ACCESS ROADS,

LEVEE TIE-INS, EMBANKMENT ALONG T-WALLS,

STOCKPILED FOR USE IN CONSTRUCTING

1. EXCAVATED PRE-LOAD MATERIAL SHALL BE

NOTES:

FLOODSIDE LANDSIDE

FLOODSIDE LANDSIDE

FLOODSIDE LANDSIDE

SCALE: 1"=20'

STAGE 0 - EXISTING PRE-LOAD

SCALE: 1"=20'

STAGE 1 - REMOVE PORTION OF PRE-LOAD

SCALE: 1"=20'

STAGE 2 - FINAL LEVEE SECTION

SCALE: 1"=20'

STA. 49+30 C/L TO STA. 50+20 C/L

CONSTRUCTION SEQUENCE

51'46'40'46'51'

EL. 3.0

EL. 17.5

EL. 3.0

EL. 6.0

EL. 17.5

1V ON 4H 1V ON 4H

1V ON 4H

1V ON 4H

(SEE NOTE 1)

BE REMOVED

PRE-LOAD TO

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

WICK DRAINS

EL. 3.5 & 5.0

GEOTEXTILE

REINFORCEMENT

FILL

COMPACTED

EL. 2.5

STRIP DRAINS

HORIZONTAL

WICK DRAINS AND HORIZONTAL STRIP DRAINS NOT SHOWN FOR CLARITY

EL. 3.5 & 5.0

GEOTEXTILE

REINFORCEMENT

EL. 1.67 EL. 1.67

(SEE NOTES 3 AND 5)

SAND FILL TO BE REMOVED

(SEE NOTE 5)

SAND FILL

H C

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C-009

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SHEET ID

®of Engineers

US Army Corps

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STA. 50+80 C/L TO STA. 52+12 C/L.

5. THERE IS NO EXISTING SAND BETWEEN

PROFILE.

SEE SHEET C-016 FOR PRE-LOAD EXCAVATION

4. THE ELEVATIONS SHOWN IN STAGE 0 WILL VARY.

FEDERAL REGULATIONS.

COMPLIANCE WITH ALL LOCAL, STATE, AND

HAULED OFFSITE AND DISPOSED OF IN

GEOTEXTILE, AND WICK DRAINS, SHALL BE

3. UNSUITABLE MATERIALS, SUCH AS SAND,

AND THE WICK DRAINS SHALL BE REMOVED.

GEOTEXTILE, THE HORIZONTAL STRIP DRAINS,

SHOWN TO BE REMOVED, THE TWO LAYERS OF

2. DURING STAGE 1, IN ADDITION TO THE PRE-LOAD

FOR STOCKPILE PLAN AND TYPICAL SECTION.

OF THE WSLP-110 PRE-LOAD. SEE SHEET C-017

WSLP-110 SITE TO BE USED IN CONSTRUCTION

EXCESS MATERIAL SHALL BE HAULED TO THE

EMERGENCY BYPASS RAMP, AND FRENIER RD.

AND FILL FOR ALL-WEATHER ACCESS ROADS,

LEVEE TIE-INS, EMBANKMENT ALONG T-WALLS,

STOCKPILED FOR USE IN CONSTRUCTING

1. EXCAVATED PRE-LOAD MATERIAL SHALL BE

NOTES:

FLOODSIDE LANDSIDE

FLOODSIDE LANDSIDE

FLOODSIDE LANDSIDE

SCALE: 1"=20'

STA. 50+20 C/L TO STA. 52+16 C/L

CONSTRUCTION SEQUENCE

SCALE: 1"=20'

STAGE 0 - EXISTING PRE-LOAD

SCALE: 1"=20'

STAGE 1 - REMOVE PRE-LOAD

SCALE: 1"=20'

STAGE 2 - DRIVE PILES

EXISTING GROUND

EXISTING GROUND

EL. 7.5

EL. 4.5

EL. 13.9

EL. 3.0

EL. 13.9

1V ON 3H 1V ON 3H

1V ON 3H 1V ON 3H

EL. 7.5 1V ON 18H

1V ON 17H

EL. 5.5 EL. 4.0

COMPACTED FILL

15'63'19.2'10'19.2'33.8'15'

SEE NOTE 3

1V ON 15H1V ON 15H

H

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C-010

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US Army Corps

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