W912P8-17-B-0017-0004.pdf

W42HEM62991501

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Reference Invitation for Bid W912P8-17-B-0017 for Hurricane Protection System Nov-Nf-W-06b.2 Pointe Celeste Pump Station Fronting Protection Plaquemines Parish, Louisiana.

See Continuation Pages for Changes:

1. CONTRACT ID CODE PAGE OF PAGES

J 1 7

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 25-Apr-2017

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912P8-17-B-0017

X 9B. DATED (SEE ITEM 11)

13-Mar-2017

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

25-Apr-2017

CODE

VICKSBURG DISTRICT CONTRACTING OFFICE

4155 CLAY ST.

VICKSBURG MS 39183-3435

W912EE 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P8-17-B-0017

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The required response date/time has changed from 27-Apr-2017 02:00 PM to 02-May-2017 02:00 PM Central Time.

The 'issued by' organization has changed from

CONTRACTING DIV- CHIEF

CORPS OF ENGINEERS 7400 LEAKE AVENUE

NEW ORLEANS LA 70160-0267

to

VICKSBURG DISTRICT CONTRACTING OFFICE

4155 CLAY ST.

VICKSBURG MS 39183-3435

ALL PROJNET QUESTIONS SHALL BE SUBMITTED ON OR BEFORE 16 :00 HOURS

(04 :00 P.M. CENTRAL TIME) 27 APRIL 2017 TO BE ANSWERED. THE

GOVERNMENT WILL NOT GUARATEEE ANY QUESTIONS SUBMITTED AFTER

THIS DATE AND TIME WILL BE ADDRESSED.

SECTION 00010

Delete the BIDDING SCHEDULE (Revised by Amendment 0003) and substitute the attached revised BIDDING SCHEDULE therefore.

SECTION 26 05 00.00 40

1. Page 3, paragraph 1.1. Delete this paragraph in its entirety and substitute the following therefore:

“1.1 MEASUREMENT AND PAYMENT

1.1.1 Electrical Work

No measurement will be made for the electrical work covered under this section. Payment will be made at the contract job price for "Electrical Work". Price and Payment shall constitute full compensation for furnishing all plant, labor, equipment and materials, and performing the electrical work, including basic electrical work and methods, electrical distribution work, and the short-circuit/coordination study/arc-flash analysis; all as specified herein and as shown on the drawings

1.1.2 Entergy Utility Service

No measurement will be made for Entergy utility service work as shown on the drawings.

Payment will be made at the contract job price for "Entergy Utility Service". Price and payment shall constitute full compensation for Entergy to design, acquire utility easements, and furnish 480V/277Y 3-phase utility service to the site.”

2. Page 13. Add the following new paragraph as:

“3.3 Entergy Utility Service

Entergy will be responsible for the design, acquiring utility easements, and furnishing 480V/277Y 3-phase utility service to the site from the intersection of Pointe Celeste Pump Station Access Road and LA-23. For pricing, design, layout, and scheduling information contact Entergy Distribution Power Lines see Section 01100 GENERAL PROVISIONS, paragraph UTILITIES AND IMPROVEMENTS for contact information.”

DRAWINGS

SHEET IDENTIFICATION Nos. C-102, C-103, C-402, C-403, C-404, S-341, and S-342.

Delete these drawings in their entirety and substitute the attached revised drawings SHEET IDENTIFICATION Nos. C-102, C-103, C-402, C-403, C-404, S-341, and S-342 therefore.

SECTION 00010 – BIDDING SCHEDULE

Hurricane Protection System, NOV-NF-W-06B.2, Pointe Celeste Pump Station Fronting Protection

Plaquemines Parish, Louisiana

Item DESCRIPTION Estimated Quantity Unit Unit Price Estimated Amount

BASE

0001 Mobilization and Demobilization 1 JOB FOR

Video and Photographic Documentation

1 JOB FOR

0003 Web Camera System 1 JOB FOR

0004 Floating Plant 1 JOB FOR

0005 Temporary Flood Protection 1 JOB FOR

0006 Temporary Retaining Structure 1 JOB FOR

0007 Silt Fences 2,000 LF

0008 Truck Wash-Down Rack 1 JOB FOR

0009 Drainage Pumping Assessment 1 JOB FOR

0010 Demolition 1 JOB FOR

0011 Catch Basin with Type B Grate 4 EA

0012 Reinforced Concrete Floodwall 1 JOB FOR

0013 Concrete Pipe Supports 5 EA

0014 Concrete Landings 4 EA

0015 Pump Station Repair Beams 1 JOB FOR

0016 Walkways and Stairs 2 EA

0017 Steel Handrails 1 JOB FOR

0018 Ladders 2 EA

0019 Discharge Pipes 1 JOB FOR

0020 Knife Gate Valves and Actuators 1 JOB FOR

"Revised by Amendment 0004"

0021 Flexible Couplings 1 JOB FOR

0022 Butterfly Valves and Actuator 1 JOB FOR

0023 Air Release Valves 1 JOB FOR

Discharge Bells - East Pump Station

1 JOB

FOR

Discharge Bells - West Pump Station

1 JOB

FOR

0026 Portable Valve Actuator 2 EA

0027 Piping Specialties 1 JOB FOR

0028 Electrical Work 1 JOB FOR

0029 Separator Geotextile 2,400 SY

0030 Reinforcement Geotextile 400 SY

0031 Clearing and Grubbing 1 JOB FOR

0032 Excavation, Drainage Canals 15,870 CY

0033 Excavation, Structural 15,500 CY

0034 Granular Backfill 1,200 CY

0035 Lightweight Backfill 3,287 CY

0036 Construction Dewatering 1 JOB FOR

Bypass Pumping System Operation

0037AA First 1,800 Hours 1,800 HR

0037AB All Over 1,800 Hours 1,000 HR

0038 Embankment, Compacted Fill

0038AA First 10,500 CY 10,500 CY

0038AB All Over 10,500 CY 3,200 CY

0039 Riprap 1,260 CY

0040 Grouted Riprap 855 CY

0041* Piling, Steel Sheet, Type PZ-22 38,942 SF

0042 Piling, Steel Sheet, Type PZ-27 5,106 SF

14 inch Pile, Concrete Precast, Prestressed

1,260 LF

0044 Compression Pile Tests

0044AA First Pile Tests 2 EA

0044AB All Over First Pile Tests 2 EA

0045 Tension Pile Tests

0045AA First Pile Test 1 EA

0045AB All Over First Pile Test 1 EA

0046 Load Frame and Test Piles 1 JOB FOR

0047 Furnish Steel Pipe Piles 79,371 LF

0048 Drive Steel Pipe Piles 79,371 LF

0049 Surfacing 1,500 CY

Turf Establishment and Maintenance

4 AC

0051 24-Inch Corrugated PVC Pipe 100 LF

0052 8-Inch Perforated PVC Pipe 400 LF

0053* Entergy Utility Service 1 JOB FOR

TOTAL BASE $

OPTION 1

0054* Bypass Pumping System - Contractor-Furnished

0054AA* First 260 CFS 260 CFS

0054AB* All Over 260 CFS 260 CFS

TOTAL BASE + OPTION 1 $

OPTION 2

0055* Bypass Pumping System - Government-Furnished

0055AA* First 4 Pumps 4 EA

0055AB* All Over 4 Pumps 3 EA

TOTAL BASE + OPTION 2 $

*Denotes changes from the previous Bidding Schedule. Some item numbers have changed.

**The unit "JOB" as used in this Bidding Schedule is synonymous with the term "Lump Sum" used elsewhere within these plans and specifications.

Award will be made as a whole to one bidder.

NEW ORLEANS DISTRICT

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WEST PUMP STATION DRAINAGE PROFILE

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BACKFILL

EMBANKMENT

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S T

A .4

1+25 1+50 1+75 2+00 2+25 2+44

E L E

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PVC PIPE

8" PERFORATED

PVC PIPE

8" PERFORATED

P I S

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PI

1+17 0+75

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SLOPE

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CATCH BASIN

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PVC PIPE

8" PERFORATED

END 24"

CORREGATED

PE PIPE

S T

A .7

4'-2"x4'-2"

CATCH BASIN

BACKFILL

LIGHTWEIGHT

EL. 2.5

BEGIN 24"

CORREGATED

PE PIPE

INV. EL. -4.0

4" CRUSHED STONE

EL. 3.0

GEOTEXTILE FABRIC

SEPARATOR

GEOTEXTILE FABRIC

SEPARATOR

4" CRUSHED STONE

EL. 3.0

SLOPE TO DRAINSLOPE TO DRAIN

SLOPE SLOPE

SLOPE TO DRAINSLOPE TO DRAIN

SCALE: 1" = 10'

END 24"

CORRAGATED

PE PIPE

EL. -2.5BEGIN 24" CORREGATED

PE PIPE STA. 0+19.81

X 3750007.69

Y 395586.89

INV. EL.

-0.25

INV. EL.

-4.0

INV. EL.

-0.25

INV. EL.

-6.0

INV. EL.

-0.25

INV. EL.

-0.25

PE PIPE

24" CORREGATED

PE PIPE

24" CORREGATED

CATCH BASIN

4'-2"x4'-2" 4'-2"x3'-2.25"

CATCH BASIN

PE PIPE

24" CORREGATED

-5

M6

B S-316

0+50

1+00

P I

8" PERFORATED

PVC PIPE

LENGHT: 10'

8" PERFORATED

PVC PIPE

LENGHT: 30'

8" PERFORATED

PVC PIPE

LENGHT: 40'

8" PERFORATED

PVC PIPE

LENGHT: 15'

8" PERFORATED

PVC PIPE

LENGHT: 20'

M M

8" PERFORATED

PVC PIPE

LENGHT: 5'

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SCALE: 1" = 10'

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PE PIPE

24" CORREGATED

PE PIPE

24" CORREGATED

4'-2"x3'-2.25"

SLOPE SLOPE

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EL. 3.0

A

C-409

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1+50

2+00

1+35

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3.9

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LENGHT: 87.28 FT.

PVC PIPE

8" PERFORATED

LENGHT: 15 FT.

PVC PIPE

8" PERFORATED

LENGHT: 25'

PVC PIPE

8" PERFORATED

8" PERFORATED

PVC PIPE

LENGHT: 30'

8" PERFORATED

PVC PIPE

LENGHT: 10'

8" PERFORATED

PVC PIPE

LENGHT: 10'

8" PERFORATED

PVC PIPE

LENGHT: 40'

M

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CATCH BASIN

END 24" CORRAGATED

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SLOPE

INV. EL.

-7.0

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CORREGATED

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EL. -2.5

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EL. -4.0

4" CRUSHED STONE

4" CRUSHED STONE

GEOTEXTILE FABRIC

SEPARATOR

GEOTEXTILE FABRIC

SEPARATOR

GEOTEXTILE FABRIC

SEPARATOR

BACKFILL

LIGHTWEIGHT

BACKFILL

EMBANKMENT

4" CRUSHED STONE

EL. 3.0

SCALE: 1" = 10'

EL. 2.5

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INV. EL.

-0.25

INV. EL.

-0.25

INV. EL.

-0.25

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PHASE I

MONOLITH M10 AND M11 TRS

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6. IF CONTRACTOR ELECTS TO DESIGN A CONTINUOS TRS SEE DRAWING C-409 FOR ADDITTIONAL NOTES.

5. ONLY ONE (1) OF THE EXISTING PUMP STATIONS SHALL BE TAKEN OUT OF SERVICE AT A TIME.

4. CONTRACTOR SHALL PROVIDE A MINIMUM OF 260 CFS CAPACITY OF BYPASS PUMPING.

IN PLACE IF PILES ARE WITHIN 10 FEET OF THE PERMANENT FLOODWALL PIPE PILES.

3. TRS SHEET PILE, TRS ANCHOR PILES, WORK PLATFORM PILES SHALL BE ABANDONED

2. SHIFT OR ADD ADDITIONAL STRUTS TO ALLOW FOR PILE DRIVING OPERATIONS.

DEWATERING SYSTEM IS CONTRACTOR DESIGN.

1. THE SEGMENTED TRS CONCEPTUAL DESIGN IS FOR BIDING PURPOSES ONLY, TRS AND

NOTES: SEGMENTED TRS

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-5

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SCH. 100

STRUT 24"

SUPPORT

18" PIPE

SUPPORT

18" PIPE

SUPPORT

18" PIPE

SUPPORT

18" PIPE

25'-1"25'-1"

SUPPORT

18" PIPE

PILES

CONCRETE

PILES

CONCRETE

W24X229 PZ-27 MIN.

SCH. 100

STRUT 24"

N

0 0

W24X229 PZ-27 MIN.

PZ-27 MIN.

W24X229

10'-9"

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPLGPLGPLGPLGPLGPLGPLGPLGPLGPLGPLGPLGPLGPLGPLGPLGPL

SCH. 100

STRUT 24"

W24X229

PZ-27 MIN.

W24X229

BB

C-408

5'-0"

LIGHT WEIGHT BACK FILL

SHEET PILES

AS NECESSARY TO DRIVE TRS

REMOVE EXISTING SHEET PILING

111'-9"

TREMIE SLAB

LIGHT WEIGHT BACK FILL

SHEET PILES

AS NECESSARY TO DRIVE TRS

REMOVE EXISTING SHEET PILING

M10 EL. -8.75 M11 EL. -8.75M9 EL. -8.75M8 EL. -8.75

CUT OFF EL. -16.0

SHEET PILE

ABANDONED

T O B

E P

U L L E

D

S H

E E

T P

IL

F

IN

A L G

R A

D E

C U

T T O

F F B

E L

O W

B

E A

B A

N D

O N

E D

S H

E E

T P

BE ABANDONED

SHEET PILE TO

BELOW GRADE

CUT OFF 2'

2.6

3.9

WEST PUMP STATION

EAST PUMP STATION

.1

SCH. 100

STRUT 24"

PZ-27 MIN.PZ-27 MIN.

CUT OFF EL. 0.00

TO BE ABANDONED

SHEET PILE

2' BELOW GRADE

TO BE CUT OFF

OF M12 BASE SLAB.

OR 2' BELOW BOTTOM

2' BELOW FINAL GRADE

TO BE CUT OFF

BE ABANDONED

SHEET PILE TO

A

C-407

C-403

C -4 d g n

SCALE: 1" = 10'-0"

PHASE II

MONOLITH M10 AND M11 TRS

T R

S P

H A

S E I I

M O

N O

L

IT

H M

M

0 20'10'

6. IF CONTRACTOR ELECTS TO DESIGN A CONTINUOS TRS SEE DRAWING C-409 FOR ADDITTIONAL NOTES.

5. ONLY ONE (1) OF THE EXISTING PUMP STATIONS SHALL BE TAKEN OUT OF SERVICE AT A TIME.

4. CONTRACTOR SHALL PROVIDE A MINIMUM OF 260 CFS CAPACITY OF BYPASS PUMPING.

IN PLACE IF PILES ARE WITHIN 10 FEET OF THE PERMANENT FLOODWALL PIPE PILES.

3. TRS SHEET PILE, TRS ANCHOR PILES, WORK PLATFORM PILES SHALL BE ABANDONED

2. SHIFT OR ADD ADDITIONAL STRUTS TO ALLOW FOR PILE DRIVING OPERATIONS.

DEWATERING SYSTEM IS CONTRACTOR DESIGN.

1. THE SEGMENTED TRS CONCEPTUAL DESIGN IS FOR BIDING PURPOSES ONLY, TRS AND

NOTES: SEGMENTED TRS

R

E V

IS

E D C

A L L O

U T S

/2

R D

/2

R D

R E

V

IS

E D C

A L L O

U T

NEW ORLEANS DISTRICT

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

A N

S I

D

X X

X X :1

W P

-X

P L

A Q

U E

M

IN

E S P

A R

IS

H L

O U

IS

IA

N A

A G

W

H -4 -4

R O

B D

A U

E N

H A

U E

R P

E

H U

R R

IC

A N

E P

R O

T E

C T

IO

N S

Y S

T E

M

N O

V -N

F -W

-0

B .2 P

O

IN

T E C

E L E

S

M P S

T A

T

IO

N F

R O

N T

IN

G P

R O

T E

C T

W P -1

-B -0

M A

R C

H

I.

B

E T

A N

C E

S -T

O R

R E

S E .I

-1

-15

-1

-1

-5

-5 -5

-5

-5

-5

-5

SUPPORT

18" PIPE

PILES

CONCRETE

PILES

CONCRETE

W24X229 PZ-27 MIN.

SCH. 100

STRUT 24"

N

0 0

W24X229 PZ-27 MIN.

PZ-27 MIN.

W24X229

10'-9"

PLGPLGPLGPLGPLGPLGPLGPLGPLGPLGPLGPLGPLGPLGPLGPLGPL

SCH. 100

STRUT 24"

W24X229

PZ-27 MIN.

W24X229

5'-0"

LIGHT WEIGHT BACK FILL

SHEET PILES

AS NECESSARY TO DRIVE TRS

REMOVE EXISTING SHEET PILING

111'-9"

TREMIE SLAB

LIGHT WEIGHT BACK FILL

SHEET PILES

AS NECESSARY TO DRIVE TRS

REMOVE EXISTING SHEET PILING

M10 EL. -8.75 M11 EL. -8.75M9 EL. -8.75M8 EL. -8.75

CUT OFF EL. -16.0

SHEET PILE

ABANDONED

T O B

E P

U L L E

D

S H

E E

T P

F

IN

A L G

R A

D E

C U

T T O

F F B

E L

W

B

E A

B A

N D

O N

E D

S H

E E

T P

BELOW GRADE

CUT OFF 2'

2.6

3.9

WEST PUMP STATION

EAST PUMP STATION

.1

SCH. 100

STRUT 24"

PZ-27 MIN.PZ-27 MIN.

CUT OFF EL. 0.00

TO BE ABANDONED

SHEET PILE

2' BELOW GRADE

TO BE CUT OFF

OF M12 BASE SLAB.

OR 2' BELOW BOTTOM

2' BELOW FINAL GRADE

TO BE CUT OFF

C -4 d g n

C-404

SCALE: 1" = 10'-0"

MONOLITH M7 TRS PHASE I

P H

A S

E I

M O

N O

L

IT

H M

T

R S

0 20'10'

N

6. IF CONTRACTOR ELECTS TO DESIGN A CONTINUOS TRS SEE DRAWING C-409 FOR ADDITTIONAL NOTES.

5. ONLY ONE (1) OF THE EXISTING PUMP STATIONS SHALL BE TAKEN OUT OF SERVICE AT A TIME.

4. CONTRACTOR SHALL PROVIDE A MINIMUM OF 260 CFS CAPACITY OF BYPASS PUMPING.

IN PLACE IF PILES ARE WITHIN 10 FEET OF THE PERMANENT FLOODWALL PIPE PILES.

3. TRS SHEET PILE, TRS ANCHOR PILES, WORK PLATFORM PILES SHALL BE ABANDONED

2. SHIFT OR ADD ADDITIONAL STRUTS TO ALLOW FOR PILE DRIVING OPERATIONS.

DEWATERING SYSTEM IS CONTRACTOR DESIGN.

1. THE SEGMENTED TRS CONCEPTUAL DESIGN IS FOR BIDING PURPOSES ONLY, TRS AND

NOTES: SEGMENTED TRS

A

P R

R D

R E

V

IS

E D C

A L L O

U T S

R E

V

IS

E D C

A L L O

U T S

A P

R

R D

NEW ORLEANS DISTRICT

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

A N

S I

D

X X

X X :1

W P

-X

P L

A Q

U E

M

IN

E S P

A R

IS

H L

O U

IS

IA

N A

A G

W

H -4 -4

R O

B D

A U

E N

H A

U E

R P

E

H U

R R

IC

A N

E P

R O

T E

C T

IO

N S

Y S

T E

M

N O

V -N

F -W

-0

B .2 P

O

IN

T E C

E L E

S

M P S

T A

T

IO

N F

R O

N T

IN

G P

R O

T E

C T

W P -1

-B -0

M A

R C

H

I.

B

E T

A N

C E

S -T

O R

R E

S E .I

-20

-25

-5

-5

-5

-5

.9

62'-11"

47'-1"

100.5634°

0 7

10'-0"

WALER W24x229

SHEET PILES

AS NECESSARY TO DRIVE TRS

REMOVE EXISTING SHEET PILING

SHEET PILES

AS NECESSARY TO DRIVE TRS

REMOVE EXISTING SHEET PILING

PZ-27 MIN.

W24x229

PZ-27 MIN.

W24x229

PZ-27 MIN.

W24x229

CUT OFF EL. -16.0

BE ABANDONED

SHEET PILE TO

BELOW GRADE

CUT OFF 2'

EL. 0.00

CUT OFF

OF THE M6 BASE SLAB

2' BELOW THE BOTTOM

FINAL GRADE OR

CUT OFF 2' BELOW

BE ABANDONED

SHEET PILE TO

BE PULLED

SHEET PILE TO

LIGHT WEIGHT BACK FILLLIGHT WEIGHT BACKFILL

CUT OFF EL. 0.00

BE ABANDONED

SHEET PILE TO

M

M

5'-0"

PI 1

S-341

R E

P A

IR

B

E A

M D

E T

A

IL

W E

S T P

U M

P S

T A

T

IO

N

R

E V

IS

E D P

A G

E A

P R

R D

R

E V

IS

E D N

O T

E A

P R

R D

NEW ORLEANS DISTRICT

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

A N

S I

D

X X

X X :1

W P

-X

P L

A Q

U E

M

IN

E S P

A R

IS

H L

O U

IS

IA

N A

A G

W

H -4 -4

R O

B D

A U

E N

H A

U E

R P

E

H U

R R

IC

A N

E P

R O

T E

C T

IO

N S

Y S

T E

M

N O

V -N

F -W

-0

B .2 P

O

IN

T E C

E L E

S

M P S

T A

T

IO

N F

R O

N T

IN

G P

R O

T E

C T

W P -1

-B -0

M A

R C

H

I.

B

E T

A N

C E

S -T

O R

R E

S E .I

SCALE: 1" = 1'-0" 1

18"� STEEL PILE

1/2" STIFFENERS

SCALE: 1" = 1'-0" 2

EXISTING PUMP STATION BEAM

PL 1/2" X 11-1/2" X 9-1/2"

2'-0"

W14X193

FIELD FIT

CONTRACTOR SHALL

HSS10X8X1/2

W14X193

1/2" STIFFENERS

DETAIL

7"

3/4" PLATE

DETAIL

7"

W14X193

1/2" STIFFENERS

3/4" PLATE

STRUTS

EXISTING

SHEET PILE

ABANDONED

EXISTING

18"� STEEL PILE

HSS10X8X1/2

(8) HSS10X8X1/2

SHEET PILE

EXISTING ABANDONED

TIP EL. = -60.0

EXISTING SHEET PILE

SCALE:14" = 1'-0"

EL. 10.5

STATION BEAMS

EXISTING PUMP

STRUT

EXISTING

SEE DETAIL 1 W14X132

HSS10X8X1/2

SHEET PILE

EXISTING ABANDONED

REPAIR BEAMS

CUT TO INSTALL

SHEET PILE

EXISTING ABANDONED

DO NOT DISTURB

EXISTING SUPPORT SHEET PILE

DO NOT DISTURB

EXISTING SUPPORT SHEET PILE

18"� STEEL PILE32'-6"

SEE DETAIL 1

18"� STEEL PILE

EL. +/- 3.7

STATION BEAM

EXISTING PUMP

WEST PUMP STATION

REPAIR BEAM DETAIL

WEST PUMP STATION

REPAIR BEAM SECTION

SCALE:14" = 1'-0"

+/- 3'-0"

1/2" STIFFENERS

+/- 3'-0"

(2) W14X132

8'-9"

SCALE:14" = 1'-0"

A

SECTION

A

NOTE:

1. ALL COMPONETS OF THE REPAIR BEAMS SHALL BE PAINTED WITH COAL

TAR EPOXY PER SPECIFICATIONS. THE CONTRACTOR SHALL FIELD

TOUCH UP THE PAINT DAMAGED DURNING INSTALLATION AND WELDING.

2. FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING HSS BEAMS.

3. REPAIR BEAM AND PILES SHALL BE INSTALLED PRIOR TO DEWATERING

TRS.

4. SHIM HSS MEMBER AS REQUIRED TO FIT UNDER EXISTING BEAM.

5. THE CONTRACTOR SHALL PROVIDE SHORING AND SUPPORT TO THE

EXISTING PUMP STATION WHILE INSTALLING THE REPAIR BEAMS. TOTAL

APPROXIMATE WEIGHT OF PUMP STATION IS 145 KIPS. PROVIDE SHORING

TO SUPPORT THE WEIGHT OF BUILDING.

TOP OF PILE EL. 0.75

SEE DETAIL 2

SHEET PILE

EXISTING ABANDONED

S-342

S -3 d g n

R E

P A

IR

B

E A

M D

E T

A

IL

E A

S T P

U M

P S

T A

T

IO

N

R

E V

IS

E D P

A G

E A

P R

R D

R

E V

IS

E D N

O T

E A

P R

R D

NEW ORLEANS DISTRICT

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

A N

S I

D

X X

X X :1

W P

-X

P L

A Q

U E

M

IN

E S P

A R

IS

H L

O U

IS

IA

N A

A G

W

H -4 -4

R O

B D

A U

E N

H A

U E

R P

E

H U

R R

IC

A N

E P

R O

T E

C T

IO

N S

Y S

T E

M

N O

V -N

F -W

-0

B .2 P

O

IN

T E C

E L E

S

M P S

T A

T

IO

N F

R O

N T

IN

G P

R O

T E

C T

W P -1

-B -0

M A

R C

H

I.

B

E T

A N

C E

S -T

O R

R E

S E .I

SCALE: 1" = 1'-0" 1

18"� STEEL PILE

1/2" STIFFENERS

SCALE: 1" = 1'-0" 2

EXISTING PUMP STATION BEAM

PL 1/2" X 11-1/2" X 9-1/2"

2'-0"

W14X193

FIELD FIT

CONTRACTOR SHALL

HSS10X8X1/2

W14X193

1/2" STIFFENERS

DETAIL

7"

3/4" PLATE

DETAIL

7"

W14X193

1/2" STIFFENERS

3/4" PLATE

EXISTING SHEET PILE EXISTING SHEET PILE

(4) HSS 10X8X1/2

STATION BEAMS

EXISTING PUMP

SEE NOTE 5

EXISTING SHEET PILE.

DO NOT DISTURB

EXISTING SUPPORT SHEET PILE

DO NOT DISTURB

EXISTING SUPPORT SHEET PILE

REPAIR BEAMS

CUT TO INSTALL

SHEET PILE

EXISTING ABANDONED

TIP EL. = -60.0

5'-6"

STATION BEAMS

EXISTING PUMP

18"� STEEL PILE

EL. 12.3

EL. 12.3

W14X193

EL. +/- 5.5

EAST PUMP STATION

REPAIR BEAM DETAIL

SCALE:14" = 1'-0"

EAST PUMP STATION

REPAIR BEAM SECTION

SCALE:14" = 1'-0"

SEE NOTE 6 & 7

SCALE:14" = 1'-0"

SECTION

A

A

NOTE:

1. PAINT BEAM AND PLATES WITH COAL TAR EPOXY PER SPECIFICATIONS.

2. FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING HSS BEAMS.

3. REPAIR BEAM AND PILES TO BE INSTALLED PRIOR TO DEWATERING

TRS.

4. SHIM HSS MEMBER AS REQUIRED TO FIT UNDER EXISTING BEAM.

5. CONTRACTOR MAY CUT EXISTING SHEET PILE TO FIT W14X193 BEAM

UNDER PUMP STATION.

6. CONTRACTOR TO REMOVE MEMBER AND SUBMIT SHORING PLAN TO

SUPPORT PUMP STATION WEIGHT WHILE PLACING BEAM UNDER PUMP

STATION. TOTAL APPROXIMATE WEIGHT OF PUMP STATION IS 145 KIPS.

PROVIDE SHORING TO SUPPORT AT LEAST 14 OF WEIGHT.

7. REPLACE MEMBER AND WELD TO NEW W14 X193 BEAM.

SEE NOTE 6 & 7

18"� STEEL PILE18"� STEEL PILE

+/- 3'-0"

+/- 3'-0"

"16 1341'-4

(2) W14X193

TOP OF PILE EL. 3.75