Plans W912P824B0022.pdf

PDF 2 MB Posted Mar 1, 2024

Attached to: Mississippi River and Tributaries, 2024 Casting Articulated Concrete Mattress, St. Francisville Casting Field, St. Francisville, Louisiana (ED 23-030)
Solicitation number: W912P824B0022
Issued by: Department of the Army Corps of Engineers Engineering District New Orleans

About this file

Written by GovTribe AI · Mar 1, 2024

This document provides details for a federal contract opportunity to cast articulated concrete mattresses at the St. Francisville Casting Yard in Louisiana. The solicitation will be issued as a 100% small business set-aside with a NAICS code of 327390. Interested parties must register at SAM.gov to download the solicitation when issued on or around February 27, 2024, with an anticipated bid opening of March 28, 2024. The resulting firm fixed price contract will have a base statement of work to cast mattresses over 294 days, with optional line items that could extend the period of performance. The Army Corps of Engineers Engineering District New Orleans is the contracting agency.

View the file

Other files

File	Type	Posted
W912P824B0022 REVISED Abstract.pdf	PDF	Apr 5, 2024
W912P824B0022 Abstract Signed.pdf	PDF	Apr 2, 2024
Solicitation W912P824B0022 - Am_0002 - Bid Guarantee.pdf	PDF	Mar 21, 2024
Solicitation W912P824B0022 - Am_0001 - Trade Agreements.pdf	PDF	Mar 8, 2024
Attachment J 1-16.pdf	PDF	Mar 1, 2024
Solicitation W912P824B0022.pdf	PDF	Mar 1, 2024

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CENTRAL

(Y A Z

O O

BAYOU

FELICIANA PARISH,

St. Francisville

Bayou Sara

B A

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B E

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91°25' 91°24' 91°23' 91°22'

Bayou

Sara

R .5

R .3

R .1

R .9

R .8

R .7

R .3

R .2

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R .6

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R .3

R .2

R .0

ILLINO

ISSt. Francisville

Casting Field

Concrete Mattress

B E N

B A

Y O

A R

L T

C A S

C K

BAYOU

SARA

H.W.

GAGE

R .2

R .5

R .9

B A

G E

R E V E

BAYOU

SARA

STORE

REVET.

Distances on Mississippi River above Head of Passes are shown at 1 mile intervals, 1962 survey. 0

1000 2000

100 100 500

FEET

METERS

MILES

SCALE 1:10,000

0 1

Planimetry from aerial photographs flown November 1991.

Polyconic Projection, North American Datum (83) is displayed.

Lambert Conformal Conic Projection (83) was used to compile the maps.

30°45' 30°45'

30°46' 30°46'

30°47' 30°47'

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C H

A F

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91°24' 91°23' 91°22'91°25'

SCALE OF MILES

VICINITY MAP

SHREVEPORT MONROE

E R

VICKSBURG

NATCHEZ

ALEXANDRIA

NEW ORLEANS

LAKE CHARLES

MORGAN CITY

BATON ROUGE

M I S S I S S I P P I

T E X A S

LAKE

PONTCHARTRAIN

LAKE

BORGNE

20 0 20 40 60

A R K A N S A S

PROJECT

LOCATION

INDEX TO DRAWINGS

DWG. NO. TITLE

GENERAL MAP

FIELD LAYOUT

TYPICAL LAYOUT AND STANDARD DETAILS

MISSISSIPPI RIVER

L O U I S I A N A

G U L F O F

M E X I C O

Safety is a Part of Your Contract

All elevations are expressed in feet and refer to North American Vertical Datum 1988.

L.W.R.P. - Low Water Reference Plane, which is 5.2 ft. N.A.V.D. for Bayou Sara.

Contours above and below Low Water Reference Plane are expressed in feet at 10 ft. intervals.

Survey Date: 1 April 2003

C-01

C-02

C-03

C-04

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US ARMY CORPS

OF ENGINEERS

NEW ORLEANS DISTRICT

NUMBER

IDENTIFICATION

SHEET

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STEEL FORM FOR CASTING

G-01 COVER SHEET

WEST FELICIANA PARISH

ST. FRANCISVILLE, LOUISIANA

ST. FRANCISVILLE CASTING FIELD

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INDIVIDUALS APPEAR ON THESE PROJECT

THIS PROJECT WAS DESIGNED BY THE

NEW ORLEANS DISTRICT OF THE U.S. ARMY CORPS

OF ENGINEERS. THE INITIALS OR SIGNATURES

AND REGISTRATION DESIGNATIONS OF

DOCUMENTS WITHIN THE SCOPE OF THEIR

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

1 1

2 2

2 3

26 27

GATE VALVE

W S

O R

M S

W S

R M

TOE OF LEVEE

U.S. GOV'T R.O.W.

DITCH 0.3% SLOPE

(CONTRACTOR'S)

INVERT EL. 28.0

DITCH 0.3% SLOPE

U.S. GOV'T R.O.W.

2" WATER LINE

GULF STATES UTILITIES

POWER LINES

DIXIE ELECTRIC POWER LINE

TELEPHONE LINE

DITCH 0.1% SLOPE

3" WATER LINE

20'

W S

WITH FLAP GATE

GATE

20'

R M

O R

M S

W S

ELECTRIC WATER PUMP

LA. STATE HIGHWAY 1263

S T

O R

A G

E A

AND LEVEE CROWN

ACCESS ROAD (GRAVEL)

GATE

CAPACITY OF FIELD = 300,000 SQS MAT

ON THE CASTING FIELD. THE NUMBER OF SQUARES AND SECTION LOCATION OF

THE STORED MATTRESS WILL BE FURNISHED THE CONTRACTOR PRIOR

TO NOTICE TO PROCEED.

1,0

1°

' 0

°45 '30"

°46 ' 0"

' 0

6,00

5,00

4,00

3,00

2,00

1,00

°45

2,00

3,00

4,00

°46 ' 0"

5,00

6,00

7,00

WITH SCREW GATES

SCALE: 1:2000

100' 100' 200' 300' 400' 500'

NUMBER OF FORMS AVAILABLE = 1600

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US ARMY CORPS

OF ENGINEERS

NEW ORLEANS DISTRICT

NUMBER

IDENTIFICATION

SHEET

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AVERAGE NUMBER OF FORMS REQUIRED FOR CASTING AT EVERY LOCATION = 1933

NOTE 1:

NOTE 2:

NOTE 3:

NOTE 4:

The LEVEES TIE INTO THE ROAD ON THE WEST SIDE.

THE FIELD IS PROTECTED BY A LOCAL ROAD ON THE WEST SIDE.

THE FIELD IS PROTECTED BY A LEVEE ON THE NORTH, SOUTH, AND EAST SIDES.

PREVIOUSLY CAST SQUARES OF CONCRETE MATTRESS ARE STORED

THE GRAVEL ROAD ON THE SOUTHERN LEVEE IS A PUBLIC ROAD.

LIMITS OF WORK ARE FULLY ENCLOSED BY EXISTING RIGHT OF WAY.

EXISTING RIGHT OF WAY TO USACE OWNED LAND WILL BE USED.

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1-30" CULVERT

1-72" CM CULVERT

LOW

WATER

REFERENCE

PLANE

CANAL

LEVEE CROWN

PUBLIC ROAD (GRAVEL)

U.S. GOV'T R.O.W.

INVERT EL. 28.65'

INVERT EL. 32.0'

ELECTRIC WATER PUMP

(CONTRACTOR'S)

GATE

SSIS

SIP

RIV

INVERT EL. 27.5

2" WATER METER AND CUTOFF

3" WATER METER AND CUTOFF

2" WATER LINE

DIXIE ELECTRIC POWER LINE

ALL TELEPHONE & ELECTRICAL

2-48" C.M. CULVERTS

SERVICE TO POLE

TRANSFORMER

20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 20'

20' 20' 20'

20' 20' 20' 20' 20'

20' 20' 20' 20' 20' 20'

W S

R M

20'20'

R M

O R

M S

20'

O R

M S

R M

20'

R M

20'

BAYOU SARA REVETMENT

LEVEE TOE

LAMBERT CONFORMAL CONIC PROJECTION 1983 NORTH AMERICAN DATUM

DITCH

U.S. GOV'T R.O.W.

LUNCH SHELTER

OFFICE BLDG.

INVERT EL. 31.6'

INVERT EL. 29.23'

SHELTER

LOADOUT

3" CUTOFF VALVE

FLOW

DISPOSAL AREA

WASTE CONCRETE

STORAGE AND STAGING AREA

STORAGE, AND STAGING AREA

CONTRACTOR'S WORK,

AND LEVEE CROWN

ACCESS ROAD (GRAVEL)

R M

DOCK

LOADOUT

NEW

⅛

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N S

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O C

⅝

23¾" 13¾"

6¼" (+3/8")

24'-10¾" Overall length (Outside of End-Loops)

P I

Safety is a Part of Your Contract

TYPICAL LAYOUT FOR SEQUENCE

OF PLACING ROWS

No Scale

PLAN

DETAIL "A"

DISPOSAL OF WASTED MATERIALS AND

REQUIRED LAYOUT FOR STACKS

No Scale

See Detail "A"

END VIEW OF

COMPLETED STACKS

No Scale

SIDE VIEW OF

COMPLETED STACKS

No Scale

SCALE 1"=1'-0"

MATTRESS SECTION

SCALE 1"=1'-0"

23¾" 13¾"6⅜"

STACK UNDER CONSTRUCTION

COMPLETED STACKS

25' 25'

A A A

B B B

C C

D D D 12"

3'-3"

3'-6"

MAX

Bracket Dimension

-1/8" the length shown or

+1/4" the length shown

ALLOWABLE TOLERANCES

2" 2"

1-1/2" MAX.

in excess of 2 inches.

out of position with the preceding mat on which it rests.

Ends of stacks will not be canted in excess of 2 inches.

high to be placed as required.

to be placed as required.

Additional rows of stack

Existing stacks on field

Prior to placing forms for casting, the ground surface to receive the forms shall be leveled and casting shall be conducted in such a manner that the top and the total height shall not exceed 3'-6"

Sides of stacks will not be canted

No individual mat will be more than ¼"

13 mattresses

End Elevation

1" 17¾"

⅝" stacks, casting progressing in this direction.

ALLOWABLE TOLERANCES

FOR STACKS

+1/4" the dimensions shown for spacing of wires in fabric

Overall Length

SCALE ½"=1'-0"

0 2' 4' 6' 8'12''

SCALE: ½'' = 1'- 0''

0 2' 4'1' 3' 5'12''

SCALE: 1'' = 1'- 0''

BAR SCALES

STACK UNDER CONSTRUCTION

Field area available for additional rows of bottom surfaces of the finished stacks shall not vary by more than 1-1/2" and

Additional rows of stacks

Roadway: 20' or 58'

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US ARMY CORPS

OF ENGINEERS

NEW ORLEANS DISTRICT

NUMBER

IDENTIFICATION

SHEET

A N

S I

E :1

C-03

H -4

-4

P I V

A L L E

Y D

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NOTES:

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M .D

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-B

-X X

X X

U G

24 to 32"

WIRE MESH

TYPICAL DIMENSIONS

24' 11"

FOR WIRE MESH

0.145 inches nor more than 0.230 inches.

3. Government furnished wire mesh shall have a nominal diameter of not less than another pour is made on stack "A" or a new run is made adjacent to stack "A".

and wasted in area "D" as shown in Detail "A". This must be accomplished before

2. All excess or waste concrete spilled in areas "B" and "C" shall be picked up shown in Detail "A".

1. All excess or waste concrete in forms area "A" shall be wasted in area "D" as

WIRE MESH DETAIL

MATTRESS PLAN

E M

E S

H D

N S

S placed on ground Initial run

S Y

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T B

A R

R M

I R

R A

N D

T R

T A

1/16''

7 1/8''

1/16''1/16'' 1/16''1/16''

CAM (SEE DETAIL)

7 1/8''

1/16''1/16''1/16'' 1/16''

3/16''

1/4''

6 11/16''

CROSS ROD

7 9/16''7/8''

1'' 1''

TYPICAL

1/2'' 1/2''

TOP

3/8''

11/16''3/8''

STOP LUG

1/2'' DIA. X 4' - 0 3/4'' SLOPED TO MATCH CANT

OF END ANGLE

BEARING LUG

1/2'' DIA. SHAFT

⅝

INCENTIVE

GRIND OR CHAMFER

INSIDE EDGES 3/32''

3/8'' 11/32''

9/16'' DIA. HOLE

FOR LOOSE FIT

ON 1/2'' CAM SHAFT

3/4'' 3/8'' 3/8''

TYP.

1/2'' DIA.

SHAFT

BEARING LUG (SEE DETAIL)

3/8'' 3/8'' 3/4''

3''

1'' SLOT

9/32''R

3'' 3/4''X 6''X 1/4'' REIN-

FORCING BAR LOCATED

0 1'' 2'' 3'' 4'' 5'' 6''

1/2'' = 0' 1''

12'' 0 2'1' 3'

1'' = 1' 0''

6''3''0

COVER PLATE

NO. 10GA. USS (0.1345)

1/8''

NO. 10GA.

USS (0.1345)

1/2'' 1/2''

2 3/4''

3 3/4''

NO. 10GA.

USS (0.1345)

3/41 8/

21/8 2/1/8 2 1 2/

1/ /8 3 4

1/8

1/2''

STOP LUG

1/4''X 1/2''X 1'' LG.

CROSS ROD

1''

5/8''

GRIND

1''

43/64''3/8''

1/8

STOP SLEEVE

BORE 9/16''

SLEEVE 7/16'' I.D. X 5/8'' O.D. X 3/8'' LG.

GRINDMINIMUM CLEARANCE 1/32''

IN CLOSED POSITION

1/8

7 1/8''

3/4''

3 1/4''

3/4''1''

SLOT SLEEVE

1/4''R

2'' 23 3/4''6 3/8''

18 1/4'' 18 3/4''

13 3/4'' 23 3/4'' 13 3/4''

(EACH SIDE)

EACH END

SECTION

TYPICAL

23 3/4'' 13 3/4'' 23 3/4'' 13 3/4'' 23 3/4'' 13 3/4'' 23 3/4''

9/16'' DIA. HOLE FOR 1/2''DIA. CROSS ROD

13 3/4'' 23 3/4'' 13 3/4'' 23 3/4'' 6 3/8''

USE 1/2'' STENCILS FOR LETTERS AND

NUMBERS; IMPRINT TO BE 1/32'' DEEP

FORMS TO BE STAMPED BY SUPPLIER;

2''

SEE DETAIL OF SCARF BOX

25' - 3''

24' - 11''

8 7/8''8 7/8''

7'' 7''

2''

SEE DETAIL

OF END LOOP

BOX

2 5/32'' 2 5/32''

1/8

1/2'' 7/8''7/8''

COVER PLATE

NO. 10GA. USS (0.1345)

2 1/2''

2 11/16''

SCALE 1'' = 1' - 0''

SCALE - FULL SIZE

SCALE 1/2'' = 0' 1''

PLAN

SCALE 1'' = 1' - 0''

SIDE VIEW

CSECTION A - A

SCALE - FULL SIZE

FRAME END VIEW

SCALE - FULL SIZE

BEARING LUG

SECTION D - D

SCALE - FULL SIZE

SLOT AND REINFORCING BAR

SCALE - FULL SIZE

SECTION E - E

SCALE - FULL SIZE

SECTION C - C

SCALE - FULL SIZE

SECTION F - F

SECTION B - B

END LOOP BOX DETAILS

FRONT

SCARF BOX DETAILS

TOP VIEW

FRONT VIEW

BAR SCALES

FULL SIZE

SCALE 1/2'' = 0' 1''

SEE FRAME END

VIEW BELOW FOR

DETAIL

1' R

3/8''

4 3/16''

7/16'' 7/16''3/8'' 13 15/16'' 3/8'' 13 15/16'' 3/8''7/16''

4 3/16''

11/16''7/16'' 3/8''3/8''

1 1/2''1 1/2''

1 3/4''

3/4

1 8/

1 1/8''1 1/8''

1 1/16''

1 5/8''

1/2''

L 3 X 2 X 1/4

/4 L 3 X 2 X 1/4 L 3 X 2 X 1/4 L 3 X 2 X 1/4

L 3 X 2 X 1/4

3/8'' DIA. WIRE SUPPORT ROD

L 3 X 2 X 1/4

1/8

OVER EACH SLOT

1 8/

TYPICAL DETAIL OF

(TYPICAL)

1 8/

(TYPICAL)

3' - 11 3/4''

TYP.

1/8

1' - 4'' 1' - 4''

2' - 8''

GUIDE

2' - 8'' 7 1/8''

4' - 0 3/4''

2''

SEE DETAIL OF SLOT AND REINFORCING BAR

USCEC-91

3 3/4''

TYP. TYP.

1/81/8

24' - 11 1/2''

24' - 11'' 1/4''

1 8/

L 3 X 2 X 1/4

NOTE: END OF SIDE ANGLES

24' - 11''

24' - 11 7/8''

7/16''

SCALE - FULL SIZE

SECTION G - G

SIDE VIEW

1' - 5 3/4''

CL SLOTS FOR 2-STRAND FABRIC

WIRE (SEE SECTION A-A FOR

DETAILS OF SLOT SLEEVES).

1' - 5 3/4'' 1' - 5 3/4''

NO. 13GA. USS (.0897)

⅜

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N E

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US ARMY CORPS

OF ENGINEERS

NEW ORLEANS DISTRICT

NUMBER

IDENTIFICATION

SHEET

P I V

A L L E

Y D

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F E

N G

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LC - CENTERLINE

NO. XGA. - NUMBER X GAGE

USS (X) - UNITED STATES STEEL (X)

DIA. - DIAMETER

I.D. - INTERIOR DIAMTER

O.D. - OUTER DIAMTER

LG. - LENGTH

RAD. - RADIUS

ABBREVIATIONS LIST

L 3 X 2 X 1

L 3 X 2 X 1/4

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H -4

-4

-2

-B

C A

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L D

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E E

L F

O R

M F

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P I

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O R

A N

S I

H-4-46824_Cover Sheet_Signed

H-4-46824_ACM1_2024

H-4-46824_ACM2_2024

H-4-46824_ACM3_2024

H-4-46824_ACM4_2024

File details come from the government source that posted it. Updated Mar 1, 2024.