Avondale Seepage Control Project PHII Plans.pdf

PDF 28 MB Posted Jul 27, 2021

Attached to: Avondale Phase II Seepage project Federal contract opportunity
Solicitation number: W912P821B0065
Issued by: Department of the Army Corps of Engineers Engineering District New Orleans

About this file

Written by GovTribe AI · Dec 28, 2023

This federal contract opportunity solicitation seeks sheet pile installation services along the Mississippi River Levee in Jefferson Parish, Louisiana. The Avondale Phase II Seepage project will install steel sheet piling from river mile 108 to river mile 107 to depths of up to 41 feet below grade along approximately 1,000 feet of levee. Sheet piles will range from 59 to 61 feet in length depending on location. The Department of the Army Corps of Engineers Engineering District New Orleans is the issuing agency. Interested parties should respond to solicitation number W912P821B0065.

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Other files for this federal contract opportunity

Other files attached to Avondale Phase II Seepage project, newest first.
File	Type	Posted
B01_ Bid Abstract._21B0065 (SAM).pdf	PDF	Sep 14, 2021
Am 0004_Avondale Seepage Control Phase II.pdf	PDF	Aug 31, 2021
Am_0003_ Avondale Seepage Control Project Ph II_Ed 21-020.pdf	PDF	Aug 26, 2021
Am_0002_ Avondale Seepage Control Project Ph II_Ed 21-020.pdf	PDF	Aug 18, 2021
Am_0001_ Avondale Seepage Control Project Ph II_Ed 21-020.pdf	PDF	Jul 30, 2021
A21 - Solicitation.pdf	PDF	Jul 27, 2021

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HATTEN.LAUREN.H

AERER.1230853890

Digitally signed by HATTEN.LAUREN.HAERER.1230853890 Date: 2021.07.01 08:47:42 -05'00'

BECK.DAVID.ALLEN.124

5182593

Digitally signed by

BECK.DAVID.ALLEN.1245182593

Date: 2021.07.01 09:59:07 -05'00'

VOSSEN.JEAN.SPA

DARO.1230829760

Digitally signed by

VOSSEN.JEAN.SPADARO.1230

829760 Date: 2021.07.01 10:08:32 -05'00'

Digitally signed by

COX.DAVID.BRANDON

SCOTT.1238830504

Date: 2021.07.01 17:50:44 -05'00'

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LOCATION MAP

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G U L F O F M E X I C O

VICINITY MAP

MILES

040 40 80 120 160 200

LOCATION

PROJECT

SCALE: 1'' = 500'

500' 500'

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ASPHALTIC PAVEMENT

BREAK LINE

SCALE:

TITLE

(SHOWN ON SAME SHEET)

DETAIL

(SHOWN ON ANOTHER SHEET)

DETAIL

NUMBER

DETAIL

DETAILED INFORMATION

AREA ENLARGED FOR

DETAILED INFORMATION

AREA ENLARGED FOR

SHT #

NUMBER

DETAIL

(SHOWN ON SAME SHEET)

OR SECTION TITLE

PLAN, ELEVATION, DETAIL

IS SHOWN

DETAIL

WHERE

SHEET

SHT #

CROSS REFERENCE SYMBOL LEGEND

CPT CONE PENETROMETER TEST

ABBREVIATIONS

* UNLESS OTHERWISE NOTED ON EACH SHEET

BASELINE

BENCHMARK

CENTERLINE

CONSTRUCTIONCONST.

C/L

B/L

NOT TO SCALEN.T.S.

LAND SIDEL/S

R/W RIGHT OF WAY

STATIONSTA.

ELEVATIONEL.

FOOT OR FEETFT.

HWY. HIGHWAY

OF ENGINEERS

UNITED STATES ARMY CORPS USACE

TYP. TYPICAL

LIMIT OF CONSTRUCTIONLOC

(SHOWN ON SAME SHEET)

SECTION CUT

(SHOWN ON ANOTHER SHEET)

SECTION CUT

BENCHMARK

EXISTING GROUND

AERIAL POWER LINE

NATURAL GAS LINE

WATER MAIN

PROJECT BASELINE

LEVEE CROWN (PLAN VIEW)

LEVEE TOE (PLAN VIEW)

LEVEE CENTERLINE

CONCRETE PAVING

EARTHWORK - CRUSHED ROCK GRAVEL

EARTHWORK - COMPACTED FILL

EXISTING GROUND

STAGING AREA

CONSTRUCTION LIMIT/

EXCAVATION

RIGHT OF WAY SOIL BORING / CPT

CLASS II BASE COURSE

GENERAL LEGEND

HYDROGRAPHH-01

LEVEE - CROSS SECTIONSCS-01

BORING LOGSB-05

BORING LOGSB-04

BORING LOGSB-03

BORING LOGSB-02

BORING LEGENDB-01

ASPHALT SECTIONSC-06

LEVEE TYPICAL SECTIONS AND SHEET PILE DETAILC-05

ACCESS - PLAN VIEW AND STAGING AREAC-04

ACCESS - PLAN VIEWC-03

PLAN VIEW AND PROFILEC-02

PLAN VIEW AND PROFILEC-01

UTILITIES TABULATIONG-05

TABULATIONSG-04

ABBREVIATIONS AND BENCHMARKS

INDEX OF DWGS., GENERAL NOTES, LEGEND,

G-03

LOCATION AND VICINITY MAPG-02

COVER SHEETG-01

INDEX OF DRAWINGSNO.

184.8 FT. NW OF A POWER POLE.

NORTH OF THE NORTH EDGE OF RIVER RD, 72.9 FT. NE OF A POWER POLE,

ON THE LEFT NEAR THE PROTECTED SIDE TOE OF THE LEVEE. MARK IS 21.4 FT.

AND PROCEED EAST ON RIVER RD FOR 1275 FT.(388.6 M) TO THE MARK

TO THE INTERSECT OF AVONDALE GARDEN RD AND RIVER RD, TURN RIGHT

AND US HWY 90 PROCEED NE ON AVONDALE GARDEN RD FOR 0.67 MI(1.08 KLM)

TO REACH THE MARK FROM THE INTERSECTION OF AVONDALE GARDEN RD

Y = 518,019.28

X = 3,638,688.60

LON. 90° 12' 13.2307"

LAT. 29° 55' 10.57135"

(2004.65)

NAVD 88

EL. 9.63 ft

BBD S56

AVONDALE

PBM

THE MONUMENT IS UNREADABLE

AND 53.6 FT. NE OF A LEVEE RAMP. THE STAMPING ON

13.3 FT. EAST OF A YIELD SIGN, 39.6 FT. SOUTH OF A CHAINLINK FENCE,

FOUND IN THE LIMESTONE ROAD ON TOP OF THE LEVEE,

TRAVEL 1.1 MI TO THE STATION ON THE LEFT. THE STATION IS

ON RIVER ROAD FOR 0.5 MI TO HWY 541 AND TURN RIGHT;

OF HWY 90 AND RIVER ROAD IN AVONDALE, LA, TRAVEL WEST

HARAHAN, LA. TO REACH THE STATION FROM THE INTERSECTION

AVONDALE, LA, 2.7 MI NW OF WESTWEGO, LA, AND 1.8 MI SE OF

THE STATION IS LOCATED IN JEFFERSON PARISH, 2.4 MI NE OF

Y = 523,075.96

X = 3,647,813.06

LON. 90° 10' 28.96372"

LAT. 29° 55' 59.72519"

(2004.65)

NAVD 88

25.70 ftEL.

(B-115)

LMS-115

THE NW EDGE OF RIVER RD, 88.3 FT. EAST OF A POWER POLE

THE PROTECTED SIDE TOE OF THE LEVEE. MARK IS 8.0 FT. NW OF

AND PROCEED NE FOR 0.22 MI(0.35 KLM) TO THE MARK ON THE LEFT NEAR

TO THE INTERSECTION OF BRIDGE CITY RD AND RIVER RD, TURN RIGHT

US HWY 90 PROCEED WEST ON BRIDGE CITY RD FOR 0.73 MI (1.18 KLM)

TO REACH THE MARK FROM THE INTERSECTION OF BRIDGE CITY RD AND

Y = 522,708.87 3,647,560.65X =

LON. 90° 10' 31.87453"

LAT. 29° 55' 56.11666"

(2004.65)

NAVD 88

EL. 6.25 FT

(PRIMARY)

BCITY

DESCRIPTION

(EPOCH)

(NAVD 88)

ELEVATION

BENCHMARK

BENCHMARKS

GENERAL NOTES:

C-21-69

AND THE DATE 3-31- 2021.

13. THE RIGHT OF WAY DRAWINGS FOR THIS PROJECT CAN BE OBTAINED USING THE FILE NUMBER H-8-48489

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

12. ALL WORK AROUND HIGH VOLTAGE POWER LINES SHALL BE IN ACCORDANCE WITH OSHA AND ENTERGY

THROUGHOUT THE DURATION OF THE CONTRACT.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE ACCESS ROAD IN WORKING CONDITION

BEGINNING THE WORK. ALL UNITS ARE US SURVEY FEET.

BASELINE AT THE PROJECT SITE, AND SHALL RE-ESTABLISH THE BASELINE AS REQUIRED BEFORE

ZONE HAS BEEN IMPLEMENTED. THE CONTRACTOR SHALL VERIFY THE ESTABLISHMENT OF THE PROJECT

10. THE BENCHMARKS AND BASELINES HAVE BEEN ESTABLISHED BY THE GOVERNMENT. THE STATE PLANE

CONTACT THE DESIGNATED INDIVIDUAL REFERRED TO IN THE SPECIFICATIONS AND/OR DRAWINGS.

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

SHALL CONTACT THE OWNER(S) PRIOR TO WORK ADJACENT TO AND OVER THE UTILITY ALIGNMENT. REFER

PURPOSES. THE LOCATIONS WERE PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. THE CONTRACTOR

9. THE LOCATIONS OF THE EXISTING UTILITIES INDICATED ON THE DRAWINGS ARE FOR INFORMATIONAL

EXISTING LEVEE CROWN IS NOT SHOWN ON THE PLAN VIEWS.

8. ALL THE STATIONS ARE BASELINE STATIONS UNLESS OTHERWISE NOTED. THE CENTERLINE OF THE

1988 (2009.55) UNLESS OTHERWISE NOTED.

7. ALL THE ELEVATIONS ARE EXPRESSED IN FEET AND REFER TO THE NORTH AMERICAN VERTICAL DATUM

BE SCALED.

6. THE DRAWINGS MARKED "NOT TO SCALE" (N.T.S.) ARE GENERALLY DRAWN TO SCALE, BUT SHOULD NOT

REQUIRE FIELD VERIFICATION.

5. THE DIMENSIONS, ELEVATIONS AND TABULATION COORDINATES ARE APPROXIMATE READINGS, AND

4. THE AERIAL PHOTOGRAPHY WAS FLOWN IN 2020.

AMERICAN DATUM 1983, STATE PLANE, LOUISIANA SOUTH, ZONE 1702, US SURVEY FEET.

3. THE XY COORDINATES USED IN THE DRAWINGS REFER TO THE FOLLOWING HORIZONTAL DATUM: NORTH

TICK LINES.

BY SOLID TICK LINES, AND THE LAMBERT CONFORMAL CONIC PROJECTION IS REPRESENTED BY DASH

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

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

1. THE DESCRIPTIONS OF HORIZONTAL AND VERTICAL CONTROL POINTS ARE AVAILABLE FROM USACE, G-04

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520,008.623,644,183.1033

520,036.583,644,236.3132

520,064.003,644,289.2431

520,092.483,644,342.0430

520,127.293,644,408.5829

520,197.793,644,541.2228

520,225.793,644,594.2527

520,253.753,644,647.0526

520,281.733,644,700.0625

520,309.803,644,753.1324

520,337.543,644,806.2723

520,192.523,644,893.8722

520,166.693,644,857.0921

520,157.993,644,844.9020

520,130.153,644,809.4919

520,871.463,645,618.3751520,117.903,644,795.0918

521,099.113,645,942.2850520,067.783,644,744.1417

521,046.753,645,984.5749520,055.193,644,733.9716

521,004.243,645,932.5948520,005.703,644,708.4715

520,967.983,645,880.6147520,006.403,644,706.5614

520,912.083,645,863.1346520,012.653,644,643.6513

520,892.863,645,860.2145519,999.033,644,602.0512

520,874.613,645,863.8944520,002.683,644,594.6711

520,830.273,645,801.7543520,003.903,644,588.0910

520,807.033,645,780.1042520,003.113,644,582.729

520,791.763,645,754.2541520,000.993,644,578.158

520,765.983,645,717.3540519,996.563,644,569.437

520,755.103,645,701.2039519,963.963,644,535.016

519,793.253,644,233.0638519,936.563,644,499.075

519,775.013,644,191.7037519,928.803,644,485.274

519,770.083,644,177.4736519,878.863,644,408.68 3

519,720.763,644,099.0835519,809.103,644,277.052

519,911.633,643,998.5134519,812.743,644,272.92 1

YXYX

STATE PLANE COORDINATES

POINT

STATE PLANE COORDINATES

POINT

LIMIT OF CONSTRUCTION TABULATION

521,084.663,646,028.14410+57.72520,380.963,645,046.93398+50.00

521,048.213,645,983.39410+00.00520,352.183,645,006.04398+00.00

521,016.633,645,944.62409+50.00520,323.403,644,965.15397+50.00

521,009.403,645,935.74409+38.55520,294.623,644,924.27397+00.00

520,987.053,645,904.34409+00.00520,265.843,644,883.38396+50.00

520,958.053,645,863.60408+50.00520,237.063,644,842.49396+00.00

520,929.063,645,822.87408+00.00520,208.283,644,801.61395+50.00

520,900.063,645,782.13407+50.00520,179.503,644,760.72395+00.00

520,871.063,645,741.40407+00.00520,157.173,644,729.00394+61.21

520,842.073,645,700.67406+50.00520,151.403,644,719.39394+50.00

520,813.073,645,659.93406+00.00520,125.683,644,676.51394+00.00

520,784.083,645,619.20405+50.00520,099.963,644,633.63393+50.00

520,758.093,645,582.69405+05.19520,074.243,644,590.76393+00.00

520,755.103,645,578.45405+00.00520,048.523,644,547.88392+50.00

520,726.323,645,537.56404+50.00520,022.803,644,505.00392+00.00

520,697.543,645,496.68404+00.00519,997.083,644,462.13391+50.00

520,668.763,645,455.79403+50.00519,995.263,644,459.09391+46.46

520,639.983,645,414.90403+00.00519,973.603,644,417.99391+00.00

520,611.203,645,374.02402+50.00519,950.293,644,373.75390+50.00

520,582.423,645,333.13402+00.00519,926.993,644,329.52390+00.00

520,553.643,645,292.24401+50.00519,903.683,644,285.28389+50.00

520524.863,645,251.36401+00.00519,880.373,644,241.05389+00.00

520496.083,645,210.47400+50.00519,857.063,644,196.81388+50.00

520467.303,645,169.59400+00.00519,833.763,644,152.58388+00.00

520438.523,645,128.70399+50.00519,810.453,644,108.34387+50.00

520409.743,645,087.81399+00.00519,787.143,644,064.11387+00.00

YXYX

COORDIANTES

STATE PLANE

STATIONCOORDINATES

STATE PLANE

STATION

BASELINE TABULATION

518,566.923,644,000.5917

520,012.653,644,643.6513518,731.923,644,102.2416

519,999.033,644,602.0512518,749.623,644,108.3015

519,895.733,644,615.7831518,765.573,644,104.1814

519,657.743,644,541.7230518,932.133,643,996.3213

519,595.243,644,497.6229519,051.983,643,910.2512

519,415.353,644,347.3028519,076.043,643,897.6511

519,301.753,644,234.5127519,109.603,643,902.9210

519,177.993,644,060.3126519,129.423,643,924.109

519,091.883,643,939.2325519,201.603,644,016.258

519,079.223,643,939.1424519,233.773,644,065.917

518,959.413,644,025.2723519,287.593,644,138.976

518,775.363,644,121.4922519,335.733,644,210.015

518,757.253,644,127.7621519,442.933,644,316.494

518,736.383,644,126.3820519,622.823,644,466.823

518,720.013,644,118.3019519,685.323,644,510.912

518,562.203,644,009.5218519,915.443,644,579.721

YXYX

STATE PLANE COORDINATES

POINTCOORDINATES

STATE PLANE

POINT

EASEMENT ACCESS

TEMPORARY WORK AREA

520,874.613,645,863.8944

520,848.173,645,868.5943

520,833.443,645,871.4042

520,820.053,645,874.6341

520,806.283,645,880.9440

520,793.763,645,889.2039

520,587.253,646,042.6838

520,512.003,646,102.5437

520,487.853,646,066.7136

520,642.413,645,951.8535

520,768.713,645,868.7634

520,807.893,645,837.0833

520,808.063,645,826.8532

520,830.273,645,801.7543

COORDINATES

STATE PLANE

POINT

EASEMENT ACCESS

TEMPORARY WORK AREA

520,149.153,644,720.74E

520,038.773,644,534.34D

519,820.423,644,123.51C

520,986.823,645,904.45B

520,842.263,645,700.54A

COORDINATES

STATE PLANE

POINT

PILE LAYOUT

SUGGESTED SHEET

520,512.003,646,102.5437

520,585.373,646,210.5510

520,327.923,646,385.099

520,327.923,646,578.228

520,375.683,646,579.517

520,375.683,646,426.046

520,396.383,646,387.015

520,607.813,646,243.664

520,741.213,646,531.213

520,851.723,646,505.652

520,758.643,646,286.591

520,587.253,646,042.6838

COORDINATES

STATE PLANE

POINT

STAGING AREA

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-4

P I

E R

A N

D T

U T

A R

W E

S T

J E

F F

E R

S O

N L

E V

E E

T R

A V

O N

D A

L E

S E

E P

A G

E C

O N

T R

O L

P R

O J E

C T

P H

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

®of Engineers

US Army Corps

N E

W O

R L

E A

N S

L A

E A

K E

A V

E N

E W

O R

L E

A N

S D

T U

A R

M Y

C O

R P

S O

F E

N G

E R

E N

A M

E N

U M

B E

Z X

X X

W P

U N

A N

S I

B /L

S T

O B

N O

N -C

O N

U O

U S

REMOVE BY CONTRACTOR409+48.35AVONDALEUNDERGROUND ELECTRICAL LINEE-04DO NOT DISTURB394+08.20AVONDALEJUNCTION BOXJ-29

DO NOT DISTURB409+17.49AVONDALEJUNCTION BOXJ-28DO NOT DISTURB406+09.35AVONDALEJUNCTION BOXJ-12

DO NOT DISTURB409+74.24AVONDALEMANHOLEMH-07DO NOT DISTURB406+0755AVONDALEJUNCTION BOXJ-11

DO NOT DISTURB409+72.37AVONDALEJUNCTION BOXJ-27DO NOT DISTURB406+02.03AVONDALEJUNCTION BOXJ-10

DO NOT DISTURB409+50.65AVONDALEJUNCTION BOXJ-26DO NOT DISTURB394+81.39AVONDALECATCH BASINCB-04

DO NOT DISTURB409+43.60AVONDALEMANHOLEMH-06DO NOT DISTURB394+56.46AVONDALECATCH BASINCB-03

DO NOT DISTURB409+31.24AVONDALEJUNCTION BOXJ-25REMOVE BY CONTRACTOR394+86.44AVONDALEUNDERGROUND ELCTRICAL LINEE-03

DO NOT DISTURB409+29.30AVONDALECOMMUNICATION EQUIPMENTCE-06DO NOT DISTURB394+91.45AVONDALEJUNCTION BOXJ-09

DO NOT DISTURB409+19.03AVONDALECATCH BASINCB-06DO NOT DISTURB394+56.96AVONDALEJUNCTION BOXJ-08

DO NOT DISTURB408+71.44AVONDALEJUNCTION BOXJ-24DO NOT DISTURB394+46.35AVONDALEJUNCTION BOXJ-07

DO NOT DISTURB408+39.90AVONDALEFIRE HYDRANTH-03DO NOT DISTURB393+84.90AVONDALEFIRE HYDRANTH-02

DO NOT DISTURB408+72.62AVONDALECOMMUNICATION EQUIPMENTCE-05DO NOT DISTURB393+63.17AVONDALEROAD SIGNRS-08

DO NOT DISTURB408+62.44AVONDALECOMMUNICATION EQUIPMENTCE-04DO NOT DISTURB393+29.06AVONDALEJUNCTION BOXJ-06

DO NOT DISTURB408+63.18AVONDALEROAD SIGNRS-09DO NOT DISTURB393+22.05AVONDALEJUNCTION BOXJ-05

DO NOT DISTURB408+20.84AVONDALEMANHOLEMH-05DO NOT DISTURB392+86.96AVONDALEROAD SIGNRS-07

DO NOT DISTURB408+19.01AVONDALEJUNCTION BOXJ-23DO NOT DISTURB392+58.15AVONDALEROAD SIGNRS-06

DO NOT DISTURB407+89.50AVONDALEMANHOLEMH-04DO NOT DISTURB391+70.56AVONDALEROAD SIGNRS-05

DO NOT DISTURB407+98.02AVONDALEJUNCTION BOXJ-22DO NOT DISTURB391+97.42AVONDALEJUNCTION BOXJ-04

DO NOT DISTURB407+85.00AVONDALEJUNCTION BOXJ-21DO NOT DISTURB391+77.42AVONDALEJUNCTION BOXJ-03

DO NOT DISTURB407+88.51AVONDALEJUNCTION BOXJ-20DO NOT DISTURB391+78.97AVONDALESHUT OFF VALVEV-01

DO NOT DISTURB407+85.11AVONDALEJUNCTION BOXJ-19REMOVE BY CONTRACTOR391+46.79AVONDALEUNDERGROUND ELCTRICAL LINEE-02

DO NOT DISTURB407+79.46AVONDALECOMMUNICATION EQUIPMENTCE-03DO NOT DISTURB391+17.05AVONDALEJUNCTION BOXJ-02

DO NOT DISTURB407+73.91AVONDALECATCH BASINCB-05DO NOT DISTURB391+26.03-391+62.57AVONDALEOVERHEAD COMMUNICATION LINEC-02

DO NOT DISTURB407+26.61AVONDALEJUNCTION BOXJ-18DO NOT DISTURB390+81.42AVONDALEROAD SIGNRS-04

DO NOT DISTURB407+23.38AVONDALEJUNCTION BOXJ-17DO NOT DISTURB390+58.53AVONDALECATCH BASINCB-02

DO NOT DISTURB407+26.94AVONDALECOMMUNICATION EQUIPMENTCE-02DO NOT DISTURB390+53.20AVONDALEFIRE HYDRANTH-01

DO NOT DISTURB407+16.72AVONDALEMANHOLEMH-03DO NOT DISTURB389+99.21AVONDALEOVERHEAD COMMUNICATION LINEC-01

DO NOT DISTURB406+98.70AVONDALEJUNCTION BOXJ-16

CONSTRUCTION

CONCURRENT WITH

TO BE RELOCATED BY OWNER,

389+96.30AVONDALEOVERHEAD ELCTRICAL LINEE-01

DO NOT DISTURB406+47.19AVONDALEMANHOLEMH-02DO NOT DISTURB389+55+00AVONDALECATCH BASINCB-01

DO NOT DISTURB406+45.11AVONDALEJUNCTION BOXJ-15DO NOT DISTURB389+03.37AVONDALEROAD SIGNRS-03

DO NOT DISTURB406+36.79AVONDALEJUNCTION BOXJ-14DO NOT DISTURB388+11.37AVONDALEROAD SIGNRS-02

DO NOT DISTURB406+24.53AVONDALEJUNCTION BOXJ-13DO NOT DISTURB387+00 - 388+00.54AVONDALEDRAIN INLETI-01

DO NOT DISTURB406+15.50AVONDALEMANHOLEMH-01DO NOT DISTURB387+91.70AVONDALEJUNCTION BOXJ-01

DO NOT DISTURB406+05.62AVONDALECOMMUNICATION EQUIPMENTCE-01DO NOT DISTURB387+24.33AVONDALEROAD SIGNRS-01

DISPOSITIONSTATIONOWNERDESCRIPTIONITEMDISPOSITIONSTATIONOWNERDESCRIPTIONITEM

UTILITIES TABULATION

C-01

P L

A N

H -8

-4

-0

.d g n

30' 60'0

N O

PLAN

J-12

J-10

J-11

J-13

J-15

J-14

MH-02

MH-01

CE-01

J-16

J-17

J-18

J-19

MH-03

J-21

J-22

J-23

J-28

H-03

MH-07

MH-06

J-25

CE-05

CE-04

RS-09 J-24

CB-06

CE-06

J-26

J-27

MH-05

MH-04

CE-03

J-20

CE-02

CB-05

SEE SHEET C-04, ACCESS AND STAGING AREA

B /L S

T A

F R

O E

B /L S

T A

F R

O E

EASEMENT ACCESS

TEMPORARY WORK AREA

43 44

,6 ,6

,6 ,9

°1

29°55'38"

29°55'40"

29°55'36"

29°55'38"

29°55'36"

,6 ,2

°1

29°55'40"

B /L

S T

TOP ELEVATION 18 FT

F S

H E

E T

F S

H E

E T

B /L

S T

TIP ELEVATION -41 FT

EXISTING SHEET PILE

NEW SHEET PILE

EXISTING SHEET PILE

NEW SHEET PILE

TIE IN TO RECEIVER ON EXISTING PZ-27 SHEET PILE

TOTAL AREA TO BE MILLED IS APPROXIMATELY 0.4 ACRES.

AT NO COST TO THE GOVERNMENT

SHALL BE REPAIRED BY THE CONTRACTOR

ALL ASPHALT DAMAGED BY THE CONTRACTOR

F N

E W

S H

E E

T P

F N

E W

S H

E E

T P

E-04

J E

F F

E R

S O

N P

A R

M U

R R

A Y

D H

U E

T E

L A

U R

E N

H A

T T

E N

D A

B E

C K

H -8

-4

P I

E R

A N

D T

U T

A R

W E

S T

J E

F F

E R

S O

N L

E V

E E

T R

A V

O N

D A

L E

S E

E P

A G

E C

O N

T R

O L

P R

O J E

C T

P H

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

®of Engineers

US Army Corps

N E

W O

R L

E A

N S

L A

E A

K E

A V

E N

E W

O R

L E

A N

S D

T U

A R

M Y

C O

R P

S O

F E

N G

E R

E N

A M

E N

U M

B E

Z X

X X

W P

J U

N E

A N

S I

B /L

S T

O B

N O

N -C

O N

U O

U S

B /L S

T A . 4

B /L S

T A . 4

B /L S

T A . 4

B /L S

T A . 4

JJJJ

J J J

C B

J J

J J J

C B

C C

E E

-5

-40

-15

-5

-40

-15

406+00 406+50 407+00 407+50 408+00 408+50 409+00 409+50 410+00

40' 80'0

RTH

PLAN

C-02

P L

A N

H -8

-4

-0

.d g n

SEE SHEET C-03, ACCESS - PLAN VIEW

30 29

AREA EASEMENT ACCESS

TEMPORARY WORK

B /L S

T A

F R

O E

B /L S

T A

F R

O E

37 C-02

E-02

RS-01

J-01

E-01

C-01

RS-04

RS-07

RS-08

RS-06

J-05

J-06

E-03

H-02

RS-05

,6 ,0

520,000

520,400

520,000

°1

29°55'30"

29°55'28"

29°55'30"

29°55'28"

520,400

°1

TIP ELEVATION -41 FT

(DO NOT DISTURB)

EXISTING SHEET PILE

TOP ELVATION 20FT

TIP ELEVATION 6.4FT

TIP ELEVATION -1.4FT

NEW SHEETPILE

J-29

TIE IN TO RECEIVER ON EXISTING PZ-27 SHEET PILE

EXISTING SHEETPILE

SHEET PILE

TIE IN TO RECEIVER ON EXISTING PZ-27

TOP ELEVATION 20 FT

AT NO EXPENSE TO THE GOVERNMENT

SHALL BE REPAIRED BY THE CONTRACTOR

ALL ASPHALT DAMAGED BY THE CONTRACTOR

F N

E W S

H E

E T P

F N

E W S

H E

E T P

RS-02

CB-01

H-01

CB-02

J-03

V-01 CB-03

J-08

CB-04

J-09

J-07

RS-03

J-02

J-04

F S

H E

E T

B /L

S T

F S

H E

E T

B /L

S T

OVERHEAD ELECTRICAL LINE

BOR. W-107.49 U

BOR. W-107.61-UCL

B /L S

T A . 3

B /L S

T A . 3

B /L S

T A . 3

JJJJ

J J

EXISTING SHEET PILE (DO NOT DISTURB)

EXISTING SHEET PILE

NEW SHEET PILE

J E

F F

E R

S O

N P

A R

M U

R R

A Y

D H

U E

T E

L A

U R

E N

H A

T T

E N

D A

B E

C K

H -8

-4

P I

E R

A N

D T

U T

A R

W E

S T

J E

F F

E R

S O

N L

E V

E E

T R

A V

O N

D A

L E

S E

E P

A G

E C

O N

T R

O L

P R

O J E

C T

P H

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

®of Engineers

US Army Corps

N E

W O

R L

E A

N S

L A

E A

K E

A V

E N

E W

O R

L E

A N

S D

T U

A R

M Y

C O

R P

S O

F E

N G

E R

E N

A M

E N

U M

B E

Z X

X X

W P

U N

A N

S I

B /L

S T

O B

N O

N -C

O N

U O

U S

40' 80'0

RTH

PLAN

C-03

A C

C E

S S

L A

N V

H -8

-4

-0

.d g n

SEE SHEET C-02, PLAN VIEW

AREA EASEMENT ACCESS

TEMPORARY WORK

25 26

SEC. 28

,6 ,6

519,200

°1

29°55'18"

29°55'20"

29°55'18"

29°55'20"

,6 ,8

519,200

°1

J E

F F

E R

S O

N P

A R

M U

R R

A Y

D H

U E

T E

L A

U R

E N

H A

T T

E N

D A

B E

C K

H -8

-4

P I

E R

A N

D T

U T

A R

W E

S T

J E

F F

E R

S O

N L

E V

E E

T R

A V

O N

D A

L E

S E

E P

A G

E C

O N

T R

O L

P R

O J E

C T

P H

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

®of Engineers

US Army Corps

N E

W O

R L

E A

N S

L A

E A

K E

A V

E N

E W

O R

L E

A N

S D

T U

A R

M Y

C O

R P

S O

F E

N G

E R

E N

A M

E N

U M

B E

Z X

X X

W P

U N

A N

S I

B /L

S T

O B

N O

N -C

O N

U O

N O

PLAN

STAGING AREA

TEMPORARY WORK AREA EASEMENT

SEE SHEET C-01, PLAN VIEW

EASEMENT ACCESS

TEMPORARY WORK AREA

C-04

A N

D S

T A

G A

R E

A C

C E

S S

L A

N V

H -8

-4

-0

.d g n

40' 80'0

S T A T E H

H W

A Y

A C

C E

S S R

O A

EASEMENT ACCESS

TEMPORARY WORK AREA

,6 ,6

520,000

520,400

520,000

520,400

°1

29°55'36"

29°55'30"

29°55'32"

29°55'34"

29°55'30"

29°55'32"

29°55'34"

,6 ,8

°1

29°55'36"

J E

F F

E R

S O

N P

A R

M U

R R

A Y

D H

U E

T E

L A

U R

E N

H A

T T

E N

D A

B E

C K

H -8

-4

P I

E R

A N

D T

U T

A R

W E

S T

J E

F F

E R

S O

N L

E V

E E

T R

A V

O N

D A

L E

S E

E P

A G

E C

O N

T R

O L

P R

O J E

C T

P H

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

®of Engineers

US Army Corps

N E

W O

R L

E A

N S

L A

E A

K E

A V

E N

E W

O R

L E

A N

S D

T U

A R

M Y

C O

R P

S O

F E

N G

E R

E N

A M

E N

U M

B E

Z X

X X

W P

U N

A N

S I

B /L

S T

O B

N O

N -C

O N

U O

U S

F F

E R

S O

N P

A R

M U

R R

A Y

D H

U E

T E

L A

U R

E N

H A

T T

E N

D A

B E

C K

H -8

-4

P I

E R

A N

D T

U T

A R

W E

S T

J E

F F

E R

S O

N L

E V

E E

T R

A V

O N

D A

L E

S E

E P

A G

E C

O N

T R

O L

P R

O J E

C T

P H

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

®of Engineers

US Army Corps

N E

W O

R L

E A

N S

L A

E A

K E

A V

E N

E W

O R

L E

A N

S D

T U

A R

M Y

C O

R P

S O

F E

N G

E R

E N

A M

E N

U M

B E

Z X

X X

W P

U N

A N

S I

B /L

S T

O B

N O

N -C

O N

U O

U S

RIVER SIDE LAND SIDE

B/L STA. 387+68 TO B/L STA. 393+33

SCALE: NOT TO SCALE

TYPICAL CUT SECTION 1

RIVER SIDE LAND SIDE

B/L STA. 393+33 TO B/L STA. 394+50

SCALE: NOT TO SCALE

TYPICAL CUT SECTION 2

B/L STA. 406+50 TO B/L STA. 409+50

SCALE: NOT TO SCALE

TYPICAL CUT SECTION 3

ROADWAY

WIDTH OF

ROADWAY

WIDTH OF

2" DEEP

AREA TO BE MILLED

ROADWAY

WIDTH OF

RIVER SIDE LAND SIDE

RIVER FALLS BELOW +11 FEET ON THE CARROLLTON GAGE.

EXCAVATED AREAS WITH CRUSHED STONE UNTIL THE

OF HIGH RIVER, THE CONTRACTOR SHALL FILL ANY

9. IF ANY RAMP HAS TO BE MADE OPERATIONAL AS A RESULT

HOST AT ALL TIMES.

8. ONE RAMP SHALL REMAIN COMPLETLY OPEN FOR USE OF

THE OTHER HALF.

INCLUDING BACKFILL PRIOR TO COMMENCING EXCAVATING

THE CONTRACTOR SHALL EXCAVATE JUST HALF THE RAMP

7. AT NO TIME SHALL THE RAMPS BE EXCAVATED IN THEIR ENTIRETY.

AND DRIVING PILES WITH THE PRODUCT.

RECOMMENDATIONS FOR SEALANTS. INSTALLATION

THE CONTRACTOR SHALL FOLLOW MANUFACTURER'S

WITH WWW.PILEPRO.COM (OR APPROVED EQUAL).

INTERLOCKS WITH "WADIT" IN ACCORDANCE

6. THE CONTRACTOR SHALL SEAL ALL SHEET PILE

SITE. BACKFILL WITH COMPACTED FILL.

5. EXCAVATED MATERIAL SHALL BE REMOVED FROM

OF SHEET PILE ELEVATION.

4. EXCAVATE NO DEEPER THAN 1 FOOT BELOW TOP

3. SAW CUT ASPHALT ALONG AREA TO BE DISTURBED.

SHOWN IN TYPICAL SECTIONS.

WIDTH OF THE SAWCUT AND EXCAVATION AS

2. SLOPES SHALL VARY IN ORDER TO REDUCE THE

SECTION 02 41 00 DEMOLITION.

ACCORDANCE WITH SPECIFICATION

PLAN FOR APPROVAL PRIOR TO WORK IN

1. THE CONTRACTOR SHALL SUBMIT A DEMOLITION

NOTE:

(DO NOT DISTURB)

EXISTING SHEET PILE

TOP ELEVATION 20'

TOP ELEVATION 18'

TIP ELEVATION = -41'

2" DEEP

AREA TO BE MILLED

2" DEEP

AREA TO BE MILLED

MILLED 2" DEEP

AREA TO BE

MILLED 2" DEEP

AREA TO BE

C-05

S H

E E

T P

D E

T A

N D

T Y

A L

H -8

-4

-0

T y p ic a l

S e c ti o n s .d g n

F F

E R

S O

N P

A R

M U

R R

A Y

D H

U E

T E

L A

U R

E N

H A

T T

E N

D A

B E

C K

H -8

-4

P I

E R

A N

D T

U T

A R

W E

S T

J E

F F

E R

S O

N L

E V

E E

T R

A V

O N

D A

L E

S E

E P

A G

E C

O N

T R

O L

P R

O J E

C T

P H

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

®of Engineers

US Army Corps

N E

W O

R L

E A

N S

L A

E A

K E

A V

E N

E W

O R

L E

A N

S D

T U

A R

M Y

C O

R P

S O

F E

N G

E R

E N

A M

E N

U M

B E

Z X

X X

W P

U N

A N

S I

B /L

S T

O B

N O

N -C

O N

U O

U S

22" 22"

44"

SECTION

WIDTH HEIGHT THICKNESS

AREA

SECTIONAL

CROSS

PILE WALL

WEIGHT

MODULUS

SECTION

OF INERTIA

MOMENT

BOTH

AREA

COATING

AREA

COATING

(MM)

(CM /M )

IN /FT

(KG/M)

LB/FT

(KG/M )

LB/FT

(CM /M)

IN /FT

(M /M)

FT /FT

(M /M )

FT /FT

PZ-27

18.00 9.50 0.375

131.8 27.00

25200 184.20

1.37 4.48

1.49 1.49

2 2

(CM /M)

IN /FT

168.1 7.94

SPECIFICATION: ASTM A572 GRADE 50, (CHART REFLECTS MINIMUM VALUES)

⅜

TIP OF SHEET PILE AT -41.0'

TOP OF SHEET PILE VARIES

SHEET PILE ELEVATIONS:

12.00

60.3 40.5

30.2

THEM FULL LENGTH.

HAVE "WADIT" APPLIED TO

ALL FEMALES INTERLOCKS

CHAMBERS = 60% - 70%

FILLING HEIGHT FOR PZ INTERLOCK

WADIT INTERLOCK SEALANT

DRIVING DIRECTION

WITH THE BALL-END LEADING.

NOTE: Z-PILING SHOULD BE DRIVEN

OBTAIN A SWING OF UP TO 5 DEGREES.

BE ASSUMED THAT A 40 FOOT LENGTH WOULD

Z-SECTIONS. AS A "RULE OF THUMB" IT MIGHT

THE MILL DOES NOT PUBLISH A SWING VALUE FOR

INTERLOCK

ROTATION AT

5°

9. THE CONTRACTOR SHALL FOLLOW MANUFACTURERS RECOMMENDATIONS FOR SEALANT INSTALLATION AND DRIVING PILES WITH THE PRODUCT.

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

6. ALL STEEL SHEET PILES SHALL INCLUDE FACTORY-APPLIED WADIT INTERLOCK SEALANT IN OPEN FEMALE INTERLOCKS, FULL LENGTH.

5. INTERLOCKS OF SHEET PILES SHALL BE FULL LENGTH, FREE-SLIDING AND PROVIDE A SWING OF FIVE DEGREES WHEN THREADED.

4. ALL SHEET PILE FOR THIS PROJECT SHALL BE PZ-27.

3. STEEL SHEET PILES SHALL CONFORM TO THE REQUIREMENTS OF ASTM A572 GRADE 50.

VERIFIED BY ENGINEER OR CONTRACTOR.

2. ELEVATIONS AND DIMENSIONS ON THIS DRAWING ARE FOR DETAILING PURPOSES ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION, UNLESS

THE SECTIONS AND THE METHODS USED IN SETTING AND DRIVING, MAY RESULT IN DEVIATIONS FROM THE LENGTHS SHOWN.

1. THE LENGTHS OF WALLS ON PLAN ARE BASED ON THE CATALOG WIDTH OF THE PILING SECTIONS. THE USUAL VARIATIONS, WHICH OCCUR IN ROLLING

NOTES:

SCALE: NOT TO SCALE

PZ-27 SHEET PILE DETAIL

APPROXIMATELY 8"

2. THE DEPTH OF THE EXISTING ASPHALT IS

FLAT BASE FOR THE ASPHALT TO BE PLACED.

SAW CUT THE EDGE OF ASPHALT TO CREATE A

1. PRIOR TO PLACING THE ASPHALTIC PAVEMENT

NOTE:

B/L STA. 393+33 TO 394+50 AND FROM B/L STA. 406+50 TO 409+50

SCALE: NOT TO SCALE

TYPICAL ASPHALT SECTION

B/L STA. 387+50 TO B/L STA. 393+33

SCALE: NOT TO SCALE

TYPICAL ASPHALT SECTION

APPROXIMATELY 8"

2. THE DEPTH OF THE EXISTING ASPHALT IS

FLAT BASE FOR THE ASPHALT TO BE PLACED.

SAW CUT THE EDGE OF ASPHALT TO CREATE A

1. PRIOR TO PLACING THE ASPHALTIC PAVEMENT

NOTE:

C-06

ASPHALTIC PAVEMENT

CLASS II BASE COURSE

COMPACTED FILL

ASPHALTIC PAVEMENT

CLASS II BASE COURSE

A S

P H

A L

T S

E C

NEW SHEET PILE TO BE INSTALLED

(DO NOT DISTURB)

EXISTING SHEET PILE

SEPERATOR FABRIC

F F

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S O

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US Army Corps

N E

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B-02

W -1

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N E

W O

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B-05

B/L STA. 387+00 TO B/L 396+00 AND B/L STA. 406+00 TO B/L STA. 410+00

CS-01

L E

V E

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R O

S S

S E

C T

NEW SHEET PILE

NEW SHEET PILE(DO NOT DISTURB)

EXISTING SHEET PILE

(DO NOT DISTURB)

EXISTING SHEET PILE

(DO NOT DISTURB)

EXISTING SHEET PILE

(DO NOT DISTURB)

EXISTING SHEET PILE

(DO NOT DISTURB)

EXISTING SHEET PILE

LOC

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-10

-20

-30

-40

-45

E L

E V

A T

N A

V D

0 20 40 60 80 100-20-40-60-80-100

408+00

-10

-20

-30

-40

-45

-10

-20

-30

-40

-45

E L

E V

A T

N A

V D

0 20 40 60 80 100-20-40-60-80-100

388+00

-10

-20

-30

-40

-45

-10

-20

-30

-40

-45

E L

E V

A T

N A

V D

0 20 40 60 80 100-20-40-60-80-100

390+00

-10

-20

-30

-40

-45

-10

-20

-30

-40

-45

E L

E V

A T

N A

V D

0 20 40 60 80 100-20-40-60-80-100

392+00

-10

-20

-30

-40

-45

-10

-20

-30

-40

-45

E L

E V

A T

N A

V D

0 20 40 60 80 100-20-40-60-80-100

394+00

-10

-20

-30

-40

-45

-10

-20

-30

-40

-45

E L

E V

A T

N A

V D

0 20 40 60 80 100-20-40-60-80-100

396+00

-10

-20

-30

-40

-45

-10

-20

-30

-40

-45

E L

E V

A T

N A

V D

0 20 40 60 80 100-20-40-60-80-100

406+00

-10

-20

-30

-40

-45

-10

-20

-30

-40

-45

E L

E V

A T

N A

V D

0 20 40 60 80 100-20-40-60-80-100

410+00

-10

-20

-30

-40

-45

H-01

H Y

D R

O G

R A

P H

C A

R R

O L

L T

O N

G A

G E

H -8

-4

-0

.d g n

CARROLLTON GAGE HYDROGRAPH

reading is available for that time period.

Vicksburg. Gaps in the stage hydrograph indicate that no stages is available from the U.S. Army Engineer District, historical patterns. A more complete history of river occurrences of nature and may differ drastically from understands that future water stages are dependent upon intended to predict future stages. The successful offeror *These hydrographs depict historical fact only, and are not

J E

F F

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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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SHEET ID

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Avondale Seepage Control Project PH II Plans.pdf

H-8-48491_03_G-03.pdf

H-8-48491_18_B-05.pdf

Avondale Seepage Control Project PH II Plans.pdf

H-8-48491_09_C-05.pdf

Binder5.pdf

Printed_Avondale Seepage Control Project Ph II ED-21-020_Cover_Sheet_1.pdf

Binder4.pdf

Binder3.pdf

Binder2.pdf

Binder1.pdf

H-8-48491_02_G-02.pdf

H-8-48491_03_G-04.pdf

H-8-48491_03a_G-05.pdf

H-8-48491_04_C-01.pdf

H-8-48491_05_C-02.pdf

H-8-48491_06_C-03.pdf

H-8-48491_07_C-04.pdf

H-8-48491_09_C-06.pdf

H-8-48491_15_B-01.pdf

H-8-48491_16_B-02.pdf

H-8-48491_17_B-03.pdf

H-8-48491_18_B-04.pdf

H-8-48491_19_CS-01.pdf

H-8-48491_19_H-01.pdf

H-8-48491_09_C-05.pdf

File details come from the government source that posted it. Updated Jul 27, 2021.