W912P822B0027(ED-21-013)_Plans (2).pdf

PDF 11 MB Posted Jul 8, 2022

Attached to: Atchafalaya Basin Floodway System, Amerada Hess Closure, Iberia Parish, Louisiana
Solicitation number: W912P822B0027
Issued by: Department of the Army Corps of Engineers Engineering District New Orleans

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract solicitation to perform work for the Atchafalaya Basin Floodway System Amerada Hess Closure in Iberia Parish, Louisiana. The solicitation number is W912P822B0027 and is being issued by the Department of the Army Corps of Engineers Engineering District New Orleans. The work consists of constructing an earthen closure in the Amerada Hess Canal, including clearing, fertilizing, and seeding. The contract drawings and specifications are included. The estimated time of completion is 75 calendar days from receipt of the notice to proceed.

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Other files

File	Type	Posted
W912P820B0027 Abstract.pdf	PDF	Aug 9, 2022
A21-Amendment 0002.pdf	PDF	Aug 2, 2022
A21-Amendment 0001.pdf	PDF	Jul 27, 2022
A21- Solicitation.pdf	PDF	Jul 8, 2022

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BINET.JASON.ALLA

N.1119446399

Digitally signed by

BINET.JASON.ALLAN.1119446399

Date: 2022.03.07 07:56:11 -06'00'

BECK.DAVID.ALLEN.

1245182593

Digitally signed by

BECK.DAVID.ALLEN.1245182593

Date: 2022.03.07 08:16:36 -06'00'

Digitally signed by

DUNN.CHRISTOPHER.LESLIE.1244566185

Date: 2022.03.08 12:47:10 -06'00'

Digitally signed by

MURPHY.STEPHEN.FRANCIS.1

060824203 Date: 2022.03.11 13:34:17 -06'00'

NEW ORLEANS DISTRICT

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FRANKLIN

BALDWIN

CHARENTON

PIERRE PART

ST. MARTIN PARISH

PARISH

ASSUMPTION

ST. MARY PARISH

IBERIA PARISH

PARISH

ST. MARTIN

POINTE

FAUSSE

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LAKE

BORGNE

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ALEXANDRIA

SHREVEPORT

MONROE

VICKSBURG

NATCHEZ

CITY

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NEW ORLEANS

PONTCHARTRAIN

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AMERADA HESS CLOSURE

15099C 1009BM:

BM: 21-023C-1 2021

PROJECT BENCHMARK

LEGEND:

SEE DRAWING G-03

NOTE: FOR BENCHMARK DESCRIPTIONS

BM: 21-023C-2 2021

PROJECT LOCATION

BM: 15099C 1008

BM: G 293 1976

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MAX.

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MINIMUM

APPROXIMATE

VERTICAL

STATION

* UNLESS OTHERWISE NOTED ON EACH SHEET

EL.

ELEVATION

EXIST. EXISTING

H HORIZONTAL

STA.

FEET

N.T.S. NOT TO SCALE

GENERAL NOTES:

C/L CENTERLINE

BASELINEB/L

BOTTOM EDGE OF CUT

(+/-) APPROXIMATE

APPROX.

LF LINEAR FEET

ABBREVIATIONS

GENERAL LEGEND

* UNLESS OTHERWISE NOTED ON EACH SHEET

B.E.C.

P.I. POINT OF INTERSECTION

DRAWINGDWG

POINT OF BEGINNINGP.O.B

P.O.E POINT OF END

EASTINGX

NORTHINGY

SHEET #

INDEX OF DRAWINGS

0.0' SPOT ELEVATION

S.L.L. STRUCTURAL LIMIT LINE

T.E.C. TOP EDGE OF CUT

ELEMENT BASELINES

COVER SHEET

PROJECT LOCATION AND VICINITY MAP

N.A.R. NATURAL ANGLE OF REPOSE

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INDEX, LEGEND, VERTICAL CONTROL, ABBREVIATIONS, & GENERAL NOTES

5. FINISHED SLOPES AND CROWN SHALL BE FERTILIZED AND SEEDED.

4. PROJECT VERTICAL DATUM - THE VERTICAL DATUM, IS NAVD88 USING THE 2009.55 EPOCH.

STATE PLANE SOUTH, ZONE 1702.

SOUTH EXPRESSED IN SURVEY FOOT. ALL XY COORDINATES SHOWN ARE LOUISIANA

3. PROJECT HORIZONTAL DATUM - THE HORIZONTAL DATUM IS NAD 1983 STATE PLANE LOUISIANA

PROJECT SITE.

2020) AND TWO BRASS CAP MONUMENTS (20-052C-2 2020 AND 20-052C-3 2020) WERE SET AT THE

(SHOWN BELOW), "TABULATIONS OF BENCHMARKS". ONE NEW DEEP ROD MONUMENT (20-0052C-1

MVN SURVEY SECTION. BENCHMARKS USED DURING SURVEYS ARE SHOWN ON THIS SHEET

ELEVATIONS ARE BASED ON SURVEY DATA DATED SEPTEMBER 2020, OBTAINED FROM USACE

2. EXISTING GRADE ELEVATIONS SHOWN ON ALL PROFILES, CROSS SECTIONS, AND SPOT

1. AERIAL PHOTOGRAPHY FLOWN (2017).

R.O.E. PROJECT LIMITS

AMERADA HESS

R.O.E. RIGHTS OF ENTRY

G-01

SHEET NAME

G-02

G-03

C-01

C-02

AMERADA HESS CLOSURE PLAN

SLOPE OF CUT

AMERADA HESS CROSS SECTIONS

P-1

P-2

P-3

P-4

R.O.E. COORDINATES

Y=565000.7208

X=3231034.3061

Y=564690.1346

X=3231301.3943

Y=564467.2593

X=3231229.2744

Y=564870.3175

X=3230882.6652

BENCHMARK DESCRIPTION

TABULATION OF BENCHMARKS

& ELEVATION

COORDINATES

21-023C-1 2021

023C-1 2021".

OF ROD IS 0.25 FEET BELOW THE SURFACE OF THE LOGO COVER. LOGO COVER IS STAMPED, "21-

ALUMINUM LOGO COVER ENCASED IN CONCRETE. LOGO COVER IS FLUSH WITH GROUND AND TOP

WERE DRIVEN TO A DEPTH OF 80 FEET AND ENCASED WITH A FLANGE AND 5" PVC SLEEVE WITH

DAM" SIGN AND 25.3 FEET AND 238 DEGREES FROM A 22" WILLOW TREE. STAINLESS STEEL RODS

AMERADA HESS CANAL. THE MARK IS 49.5 FEET AND 276 DEGREES FROM A "DANGER SHEET PILE

THE RIGHT BANK OF THE ATCHAFALYA RIVER AND 36.3 FEET NE FROM THE RIGHT BANK OF THE

TRAVEL UPSTREAM FOR 12.4 MILES TO RIVER MILE 86.1. THE MARK IS LOCATED 45.5 FEET NW FROM

INTERSECT. TAKE THE NW CHANNEL AND PROCEED FOR 0.4 MILES TO THE ATCHAFALYA RIVER, WEST 0.1 MILES FROM RAMP, THEN NE FOR 0.5 UP THE CHANNEL WHERE THREE CHANNELS

CHARENTON, LA. TO REACH THE MARK FROM THE MYETTE POINT BOAT RAMP, BY BOAT, TRAVEL

THE MONUMENT IS LOCATED 15.5 MILES EAST OF LOREAUVILLE, LA AND 12.2 MILES N NE

EL. 12.909 FT

Y=564746.587

X=3231237.256

G 293 1976

"21-023C-2 2021".

IS 0.25 FEET BELOW THE SURFACE OF THE ACCESS COVER. THE ACCESS COVER IS STAMPED,

FEET AND IS SET IN CONCRETE. LOGO COVER IS FLUSH WITH THE GROUND, TOP OF STEEL ROD

ENCASED WITH A FLANGE AND A 5" PVC SLEEVE WITH LOGO COVER. PVC SLEEVE DEPTH IS 2

DEGREES FROM A 16" ELM TREE. STEEL RODS WERE DRIVEN TO A DEPTH OF 72 FEET AND

HESS CANAL, 22.3 FEET AND 326 DEGREES FROM AN 18" SYCAMORE TREE, 26.6 FEET AND 138 RIVER MILE 86.1. THE ROD IS LOCATED 32.5 FEET NE FROM THE RIGHT BANK OF THE AMERADA THE NW CHANNEL 0.4 MILES TO THE ATCHAFALAYA RIVER. CONTINUE UPSTREAM12.4 MILES TO BY BOAT, TRAVEL WEST 0.1 MILES AND 0.5 MILES NE WHERE THREE CHANNELS INTERSECT. TAKE

12.2 MILES NNE OF CHARENTON, LA. TO REACH THE MARK FROM THE MYETTE POINT BOATRAMP, THE MONUMENT IS LOCATED IN IBERIA PARISH, LA, 15.5 MILES EAST OF LOREAUVILLE, LA AND

EL. 15.302 FT

Y=564908.539

X=3231079.536

THE CAP IS STAMPED "G 293 1976".

STRUCTURE, 0.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN IRON PIPE GUARDRAIL.

CORNER OF THE GATE STRUCTURE, 8 FEET SOUTH OF THE NORTHEAST CORNER OF THE

CORNER OF THE CONCRETE GATE CONTROL BUILDING, IN THE TOP OF THE NORTHEAST

STRUCTURE OF THE BAYOU SORREL LOCKS, 33.7 FEET SOUTHEAST OF THE SOUTHEAST

BRIDGE, 0.2 MILES SOUTH OF BENCH MARK "SORREL POWERHOUSE", AT THE SOUTH GATE

ROAD ALONG THE EAST TOE OF A LEVEE FROM THE SOUTHWEST END OF THE GRAND RIVER

FROM BAYOU SORREL. TO REACH THE MARK PROCEED 1.8 MILES SOUTH ALONG A GRAVELED

DESCRIBED BY THE NATIONAL GEODETIC SURVEY 1976, THE MARK IS LOCATED 1.8 MILES SOUTH

21-023C-2 2021

EL. 22.16 FT

Y=593093.605

X=3284312.994

15099C 1009

ACCESS CASE IS STAMPED "15099C 1009".

CHARENTON BEACH ROAD, AND 21.1 FEET NORTH OF THE TOP BANK OF A BODY OF WATER. THE LOCATED 26.3 FEET SOUTH-SOUTHWEST OF A POWER POLE, 32.9 FEET EAST OF THE CENTERLINE OF MILES AND THE STATION IS LOCATED ON THE RIGHT SIDE OF CHARENTON BEACH ROAD. THE MARK IS

CHARENTON BEACH ROAD IN CHARENTON, LA, PROCEED ON CHARENTON BEACH ROAD FOR 0.95

CENTERVILLE, LA. TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 87 AND

9.2 MILES EAST OF JEANERETTE, LA, AND 10.8 MILES NORTH-NORTHWEST OF

THE STATION IS LOCATED IN ST. MARY PARISH, LA, 1.4 MILES NORTH-NORTHEAST OF CHARENTON, LA, EL. 10.014 FT

Y=509066.611

X=3223568.475

15099C 1008

EL. 14.003 FT

Y=582316.332

X=3187552.523

THE ACCESS CASE IS STAMPED "15099C 1008".

OF AN ORANGE CARSONITE WITNESS POST, AND 15.0 FEET NORTHEAST OF A GRAVEL PARKING LOT.

OF A DITCH, 116.1 FEET SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 2.6 FEET SOUTHWEST BAYOU BENOIT BOAT LANDING. THE MARK IS LOCATED 15.2 FEET SOUTHWEST OF THE CENTERLINE AND THE STATION IS LOCATED ON THE RIGHT SIDE OF THE ROAD IN A LIMESTONE PARKING LOT TO PARISH ROAD 169 (LEVEE ROAD) IN CATAHOULA, LA, PROCEED SOUTH ON LEVEE ROAD FOR 9.9 MILES NORTHEAST OF FRANKLIN, LA. TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 96 AND

HOLMES, LA, 9.2 MILES SOUTH-SOUTHEAST OF CATAHOULA, LA, AND 22.3 MILES NORTH-

THE STATION IS LOCATED IN ST. MARTIN PARISH, LA, 6.2 MILES EAST-SOUTHEAST OF COTEAU

(PRIMARY)

R.O.E. BOUNDRY

ATCHAFALAYA RIVER

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LEGEND

CROWN OF CLOSURE

SIDE SLOPES OF CLOSURE

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EXISTING

CLOSURE HEIGHT

PROPOSED

SIDES SHALL SLOPE AT A SCALE OF 1 VERTICAL TO 4 HORIZONTAL.

WHERE MATERIAL OF CLOSURE DOES NOT TIE INTO EXISTING GROUND,

NOTE:

PROFILE

VERTICAL SCALE 4 TO 1 HORIZONTAL

EL. +14' (NAVD88)

V :4

AMERADA HESS CANAL ATCHAFALAYA RIVER

CLOSURE C/L

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0+001+002+003+004+00

-8-8

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100' CROWN

EXISTING GRADE

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9.3' 15.3'

10.6' 12.6'

12.8'

12.7' 12.8' 13.2' 1.4' -21.7'

-15.9'4.4'13.1' 13.1'12.8'

13.0'12.7' 12.3'

9.6'9.8'

8.7' 0.4' 4.5' 9.8' 9.9' 6.7' 5.5' 3.1'

1.3' -7.8'

1.0'

0.6'

14.2' 13.9'

13.0' 11.9'

12.6'

12.2' 13.3'17.2'

8.8' 13.5'

-2.5'

-5.1' -7.0' 4.3'

11.7' 12.0' 12.5'

12.5' 12.7'

1.2'1.8'4.1'5.3'2.6'-2.3' -7.3'-7.3'

BASELINE

Y 564594.3040

X 3231251.8990

Y 564897.5680

X 3230991.0920

Y 564751.2413

X 3231050.9708

Y 564816.4379

X 3231126.7956

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G-01_Cover

G-02_Vin

G-03_Index

C-01 Closure plan 2

C-02

File details come from the government source that posted it. Updated Jul 8, 2022.