Amendment 0003_with drawings_SAM_09-10-25.pdf

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

The subject solicitation for Calcasieu River Saltw ater Barrier Sector Gate Replacement Fabrication, Calcasieu Parish, Louisiana (ED 23-018) is hereby amended as follow s:

1) Please reference the attached continuation pages.

2) It is anticipated that this w ill be the last amendment for this requirement. No further questions w ill be addressed at this time. Proposal submission date remains as 11:00am local time, Monday, September 15, 2025.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 16

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

16C. DATE SIGNED

BY 10-Sep-2025

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 W912P825R0031

X 9B. DATED (SEE ITEM 11)

15-Aug-2025

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 is extended, X 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 1 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

10-Sep-2025

CODE

CONTRACTING DIV- CHIEF

7400 LEAKE AVENUE, ROOM 172

NEW ORLEANS LA 70118-3651

W912P8 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

SECTION C1

Page 9, paragraph 1.2. Add the following reference to the end of the list in its entirety: “EM 1110-2-2703, (1994) Lock Gates and Operating Equipment” Page 23, paragraph 2.1.17.3.1. Delete first sentence in its entirety and substitute the following therefore:

“Provide gratings capable of withstanding the effects of gravity loads in accordance with ASCE 7-22, EM 385-1-1, EM 1110-2-2703, and the following loads and stresses within the limits and under the conditions indicated. The grating shall safely sustain the below loads on a 42-inch span and deflect less than 0.25 inches.

Walkways and Elevated Platforms Other Than Exits:

Design uniform live load of 150 lb/square foot.

Design concentrated live load of 1000 lbs at the end of the walkway. Design uniform wind load of 41 psf.

Deflection less than 0.25 inches.”

DRAWINGS

SHEET IDENTIFICATION Nos. G001, SC101, SC104, SC105, SC201, SC202, SC204, SC501, SC502, SC503, SC504, SC507, and MY506. Delete these drawings in their entirety and substitute the attached revised drawings SHEET IDENTIFICATION Nos. G001, SC101, SC104, SC105, SC201, SC202, SC204, SC501, SC502, SC503, SC504, SC507, and MY506, therefore.

SHEET IDENTIFICATION No. SC502A. Add the attached new drawing SHEET IDENTIFICATION No. SC502A.

(End of Summary of Changes)

Amendment 0003

PLAN

NORTH

PROJECT

LOCATION

A T C

H A

F A

L A

Y A

R

IV

E R

SCALE OF MILES

ARKANSAS

SHREVEPORT

MONROE

O U

A C

H

IT

A

R

IV

E R

R

IV

E

R VICKSBURG

NATCHEZ

ALEXANDRIA

R E

D

R

IV

E R

LAKE CHARLES

MORGAN CITY

BATON ROUGE

LOUISIANA

MISSISSIPPI

TEXAS

LAKE

PONTCHARTRAIN

LAKE

BORGNE

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

40 400 80 120 160 200

V I C I N I T Y M A P

N E W O R L E A N S

M

IS

S

IS

S

IP

P I

WESTLAKE, LA

A

BRANCH

CHIEF

APPROVED BY:

CHIEF ENGINEERING DIVISION

APPROVAL RECOMMENDED BY:

BRANCHSTRUCTURAL

TECHNICAL LEAD STRUCTURAL

THIS PROJECT WAS DESIGNED BY THE NEW ORLEANS

DISTRICT CORPS OF ENGINEERS. THE INITIALS OR

SIGNATURES AND REGISTRATION DESIGNATIONS OF

INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS

WITHIN THE SCOPE OF THEIR EMPLOYMENT AS

REQUIRED BY ER 1110-1-8152. SIGNATURES INDICATE

OFFICIAL RECOMMENDATION OF ALL DRAWINGS

IN THIS SET.

CULLEN A. JONES, P.E., PMP

Colonel, US Army District Commander

PROJECT WORKSITE

LAKE CHARLES, LA

US Army Corps of Engineers ®

SHEET ID

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

VOLUME:

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F ile

P a th

P lo t D a te

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P

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S tr u c \C a lc a s ie u S a lt W a te r B a rr ie r\

C a lc a s ie u S a lt W a te r B a rr ie r

R e v it \C e n tr a l\ H

-4 -2

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L .r v t

/2

/2

:3

:0

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G-001

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L K

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C A

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W P

-2

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-0

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-2

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NEW ORLEANS, LOUISIANA

W912P8-25-R-0031

W912P8-##-X-####

JULY 2025

N/A

CALCASIEU RIVER AND PASS

CALCASIEU RIVER SALTWATER BARRIER

CALCASIEU PARISH, LA

SECTOR GATE REPLACEMENT FABRICATION

S E

C T

O R

G A

T E

R E

P L A

C E

M E

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F A

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IC

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N

INDEX OF DRAWINGS

Sheet

Number Sheet Name

G-001 COVER SHEET

G-002 ABBREVIATIONS

G-003 GENERAL NOTES AND LEGEND

G-004 SALTWATER BARRIER LOCATION PLAN

G-005 GATE CONTROL DIMENSIONS AND FABRICATION TOLERANCES

SC001 SECTOR GATE OPEN AND CLOSED POSITION

SC100 PROJECT REFERENCE PLAN

SC101 TOP FRAMING PLAN

SC102 MIDDLE FRAMING PLAN

SC103 BOTTOM FRAMING PLAN

SC104 WALKWAY FRAMING PLAN

SC105 SECTOR GATE GUARDRAIL PLAN AND DETAILS

SC201 CHANNEL SIDE ELEVATION

SC202 RECESS TRUSS ELEVATION

SC203 SKIN PLATE ELEVATION

SC204 FENDER ELEVATION

SC501 FRAMING DETAILS SHEET 1 OF 5

SC502 FRAMING DETAILS SHEET 2 OF 5

SC502A FRAMING DETAILS SHEET 3 OF 5

SC503 FRAMING DETAILS SHEET 4 OF 5

SC504 FRAMING DETAILS SHEET 5 OF 5

SC505 SKIN PLATE SEAL DETAILS

SC506 GATE SEAL PLAN AND ELEVATION

SC507 WALKWAY SECTIONS

SC508 FENDER SECTIONS SHEET 1 OF 3

SC509 FENDER SECTIONS SHEET 2 OF 3

SC510 FENDER SECTIONS SHEET 3 OF 3

SC511 LADDER ELEVATION AND SECTIONS

MY501 PINTLE BASE ASSEMBLY, PLAN, ELEVATION, SECTION AND ISOMETIC

MY502 PINTLE BALL, RETAINER RING, FILLER RING AND SPLIT GUARD RING, PLANS, SECTIONS AND

ISOMETRICS MK-502-A, MK502-B, MK502-C AND MK502-D

MY503 PINTLE BUSHING, BALL PIN AND KEY BOLT PLANS, ELEVATIONS, SECTIONS AND ISOMETRICS

MK-503A, MYBO3-B, MY503-C AND MY503-D

MY504 PINTLE HOUSING PLAN, ELEVATION, SECTION AND ISOMETRIC MY504

MY505 PINTLE HOUSING PLAN, SECTIONS AND ISOMETRIC MY505

MY506 HINGLE ASSEMBLY PLAN, SECTION AND ISOMETRIC

MY507 HINGLE PLAN, ELEVATION, SECTION AND ISOMETRIC MK507

MY508 HINGE BALL, PLAN SECTION AND ISOMETRIC MK508

MY509 HINGE PIN, HINGE BALL KEY AND HINGE SPLITE BUSHING PLANS, SECTIONS AND ISOMETRICS

MK509-A, MK509-B, MK509-C AND MK509-D

MY510 HINGE COUPLING PLAN, SECTION AND ISOMETRIC MK510

MY511 GEAR RACK PLAN, SECTIONS AND DETAILS

CP100 CATHODIC PROTECTION SKIN PLATE ANODE LAYOUT NOTES AND DETAILS

CP101 CATHODIC PROTECTION SECTOR GATE MIDDLE AND BOTTOM FRAMES

CP102 CATHODIC PROTECTION SECTOR GATE OUTER FRAME

CP103 CATHODIC PROTECTION ANODE MOUNTING DETAILS

NORTH

LOCATION MAP

SCALE: N.T.S.

INDEX OF REFERENCE DRAWINGS

Sheet

Number Sheet Name

REF-001 LOCATION PLAN, VICINITY MAP AND INDEX

REF-002 HINGE ANCHOR - ASSEMBLY AND DETAILS

REF-003 PINTLE SUPPORT - ASSEMBLY AND DETAILS

REF-004 SECTOR GATE - UPPER FRAME

REF-005 SECTOR GATE - UPPER FRAME JOINTS

REF-006 SECTOR GATE - CENTER FRAME AND JOINTS

REF-007 SECTOR GATE - LOWER FRAME AND JOINTS

REF-008 SECTOR GATE - CHANNEL TRUSS

REF-009 SECTOR GATE - RECESS TRUSS

REF-010 SECTOR GATE - SKIN PLATE

REF-011 SECTOR GATE - WALKWAY

REF-012 SECTOR GATE - HANDRAIL

REF-013 SECTOR GATE - FENDER

REF-014 SECTOR GATE - HINGE

REF-015 SECTOR GATE - PINTLE

REF-016 SECTOR GATE -RUBBER SEALS

A

D D

E D

D R

A W

IN

G

S C

A

/2

B1

SC201

A1

SC202

_______16' - 5 3/4"

2" DIA DRAIN HOLE

HOLE CENTERED ON

GIRDER WEB (TYP 6 PLCS)

(EQ SP)

SKIN PL 3/8"

PIPE 12 XS

SC502

B1

SC502

J1

SC502

J7

W8x40

(BELOW)

W8x40

(BELOW)

W x1

COG

(BELOW)

(TYP)

' - 5

/2

' - 5

/4

2"

CL LADDER

A1

SC511

WT8x15.5

W 8x4

W 8x5

W8x58W8x40

' - 2

/4

' - 3

8' - 2 3/4" 8' - 3"

4' - 2"

1' - 9

5"

(S

EE NOTE 5)

(SEE NOTE 5)

4"

SC502

B1

SIM

PL 1/2"

(NS)

W24x104

(FS)

SC503

D8

R = 34' - 7 3/4" TO OUTSIDE FACE OF SKIN PL

CL CHANNEL TRUSS

A7

SC511

(OPH)

CHANNEL SIDE

R E

C E

S S

S

ID

E

2' - 0"

D

IM

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S

IO

N A

L O

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O U

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ID

E

F A

C E

O F S

K

IN

P L A

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/8 (6

D

E G

FOR HINGE ASSEMBLY

SEE DWG MY505

SC502

B14

FOR TYPICAL SPLICE

DETAIL SEE DWG

SC501 DET F7

FOR TYPICAL SPLICE

DETAIL SEE DWG

SC501 DET F7

LIFTING LUG (FCM)

LIFTING LUG

(FCM)

CL OF RECESS

TRUSS

CL OF GATE LEAF

(F C

M

(F C

M

(FCM) (FCM)

W x4

W8x40

W 8x40

16' - 5 1/2"

C9

SC504

34' - 7 3/4"

D

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ID

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F A

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O F S

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IN

P L A

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/8

2' - 3 3

/8

2' - 1 5/8"

13.242'

.2

W x1

US Army Corps of Engineers ®

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SCALE: 1/2" = 1'-0"

A1

TOP FRAMING PLAN

NORTH

0 1' 2' 4'

NOTES

1. WALKWAY ASSEMBLY NOT SHOWN FOR CLARITY, SEE SHT SC104.

2. FENDER RACK NOT SHOWN FOR CLARITY, SEE SHT SC204.

3. THE GATE WEIGHT AND CENTROID LOCATION INCLUDE THE FENDER

RACK AND WALKWAY. THIS WEIGHT IS APPROXIMATE AND THE

CONTRACTOR SHALL VERIFY THE WEIGHT AND CENTER OF GRAVITY OF THE

FABRICATED GATE. THE FABRICATOR SHALL SUBMIT THE FINAL WEIGHT AND

CENTER OF GRAVITY OF THE GATE WITH WALKWAY AND FENDER RACK.

4. NORTH LEAF SHOWN, SOUTH LEAF OPPSITE HAND.

5. DIMENSIONS MEASURED ALONG OUTFACE FACE OF SKIN PLATE.

6. GATE WEIGHT IS APPROXIMATELY 114.6 KIPS (57.3 TONS) INCLUDING FENDER

SYSTEM AND WALKWAY.

C

O G

A D

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IN

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/2

C1

SC507

J1

SC507

W x1

SPAN

S P

A N

S P A N

CL GATE LEAF

2"x2" FRP GRATING

(TYP)

C L S

P L

IC

E

CL SPLIC

E

C10

SC507

C15

SC507

A7

SC511

(B E

LO

W

REMOVABLE GRATING

PANEL

REMOVALBE GRATING

PANEL

REMOVALBE GRATING

PANEL

C10

SC507

SIM

B8

SC501

B8

SC501

SIM

CL OF CHANNEL

TRUSS

CL OF RECESS

TRUSS

' - 6

/2

' - 3

/2

' - 0

' - 0

' - 0

' - 5

' - 9

' - 0

' - 0

' - 0

' - 9

/4

' - 0

/4

2' - 11 1/4" 3' - 0" 3' - 0" 3' - 0" 2' - 9" 3' - 5" 3' - 0" 3' - 0" 3' - 0" 3' - 3 1/2" 2' - 6 1/2"

L6x6x1/2

L6x6x1/2

L6x6x1/2

L6x6x1/2

L x x /2

L x x /2

L x x /2

L x x /2

L x x /2

L x x /2

L x x /2

L x x /2

L x x /2

BAC

K O

F L6x4

R = 34' - 1 3/8"

' - 5

/8

6"

L6x4x1/2

L6x4x1/2

L x4 x1 /2

L x4 x1 /2

L x x /2

L6x6x1/2

L x6 x1 /2

L6x6x1/2

L6 x4 x1 /2

2' - 5 3/8"

C15

SC507

SIM

L x4 x1 /2

A L L D

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D

ID

E F

A C

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P L A

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BENT PL 1/2"x5" x0'-5" (SIM DET TO

J10 SHT SC507

L6x6x1/2

/8

/8

/8

/8

3'

3'

3/

8"

3' -

/8

L6x6x1/2

L6x6x1/2

2' -

/1

6"

2' - 10"

L x4 x1 /2

PL 1/2"x7" x0'-9"

R = 30' - 1 3/8"

J10

SC507

L6x6x1/2

US Army Corps of Engineers ®

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SC104

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SCALE: 1/2" = 1'-0"

A1

WALKWAY FRAMING PLAN

0 1' 2' 4'

NORTH

LEGEND

INDICATES SPAN DIRECTION OF GRATING BEARING BARS

FRP FIBER REINFORCED POLYMER

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/2

L6x4x1/2

1/4

1/4

L6x4x1/2

6' MAX.

3/8"x4" ALUMINUM

KICK PL (SET 1/4" ABOVE

WALKING SURFACE, SEE

NOTE 1)

TOP OF GRATING

TEE FITTING (SCHED 80

ALUMINUM)

2" DIA ALUMINUM SCHED 80

PIPE (TYP)

CROSS FITTING (SCHED 80

ALUMINUM)

TOE BOARD

BRACKET

TOE BOARD 3/8"x4"

ALUMINUM TOE

BOARD

STIFF PL 3/8"

(FS)(TYP)

3/8" CHAIN, WITH SWIVEL

SNAP HOOK

EYEBOLT FOR 3/8" CHAIN

(EACH SIDE)

CAUTION

GUARDRAIL ELEVATION PANEL

GUARDRAIL POST

OPENING DETAIL

2 1/2" DIA STEEL SCH

40 PIPE SLEEVE

STIFF PL 3/8"

(TYP)

1/4" DIA C.R.S. BOLT AND

BUT WITH WASHER SPACER

CUT "V" NOTCH DRAIN

HOLE IN PIPE SLEEVE

1/4

L6x4x1/2

CHAIN RAILS

GUARDRAIL POST

(TYP)

CHAIN RAIL

GUARD POST

(TYP)

CHAIN RAILS

PL 1/2"x7" x0'-9"

J10

SC507

US Army Corps of Engineers ®

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SCALE: 1/2" = 1'-0"

A1

SECTOR GATE GUARDRAIL PLAN

0 1' 2' 4'

NORTH

NOTES

1. TOE BOARD SHALL BE FASTENED TO THE GUARDRAIL POSTS

USING NON WELDED CONNECTION THAT ALLOWS FOR

EXPANSION AND CONTRACTION BETWEEN POST.

2. TOE BOARD IS ONLY USED ON THE SKIN PLATE AND RECESS

SIDES, NOT ON THE CHANNEL SIDE.

SCALE: 3/4" = 1'-0"

A15

TYPICAL GUARDRAIL DETAILS

0 0.5' 1' 2' 3'

W

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IN

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BOTTOM FRAMING PLAN

-11' - 6"

MIDDLE FRAMING PLAN

1' - 6"

SILL EL

-13' - 0"

TOP FRAMING PLAN

14' - 6 3/8"

W 8x4

W 8x40

W x

W x

P

IP

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W8x58

W24x104

W24x104

SC503

L1

SC503

F1

SC503

L1

OPH

SC503

A1

SC503

L7

SC503

L7

SIM

W T x .5

SKIN PL 3/8"

PL 1/2" (NS&FS)

(TYP)

8' - 3"

8' - 3"8' - 2 3/4"

8' - 2 3/4"

/8

CAP PL 7/8"

WP

WP

WP

WP

WP

WP

WP

FOR PINTLE ASSEMBLY

SEE MY501

SC501

F7

SC501

F7

SIM

/1

WP

WP

FOR HINGE ASSEMBLY

SEE MY505

14' - 11 13/16"

SC504

J7

SC504

J14

W8x58W8x40

W8x58W8x40

W x

16' - 5 3/4"

W 8x4

(F

CM

W 8x40

(FCM

(FCM)(FCM)

(FCM)(FCM)

J1

SC502A

J7

SC502A

US Army Corps of Engineers ®

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SCALE: 1/2" = 1'-0"SC101

CHANNEL TRUSS ELEVATIONB1

0 1' 2' 4'

WP

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BOTTOM FRAMING PLAN

-11' - 6"

MIDDLE FRAMING PLAN

1' - 6"

SILL EL

-13' - 0"

TOP FRAMING PLAN

14' - 6 3/8"

W 8x40

W 8x4

W x

W x

W8x58

P

IP

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X

S

W x

W x

SKIN PL. 3/8"

SC503

L1

OPH

SC503

F1

OPH

SC503

L1

OPH

W24x104

W24x104 W8x40W8x58

8' - 3" 8' - 2 3/4"

8' - 3" 8' - 2 3/4"

/8 "W8x58 W8x40

W 8x4

SC501

A1

SC501

B12

SC501

F8

16' - 5 1/2" 1' - 8 1/2"

SC504

J7

SIM

SC504

J14

SIM

FOR PINTLE ASSEMBLY

SEE DWG MY501

(FCM) (FCM)

HINGE ASSEMBLY

SEE SHEET MY505

W 8x40

(FCM

(F

CM

(FCM) (FCM)

34' - 7 3/4"

US Army Corps of Engineers ®

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S tr u c \C a lc a s ie u S a lt W a te r B a rr ie r\

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R e v it \C e n tr a l\ H

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SCALE: 1/2" = 1'-0"

A1

RECESS TRUSS ELEVATION

0 1' 2' 4' 6'

R

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G

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H

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/2

MIDDLE FRAMING PLAN

1' - 6"

TOP FRAMING PLAN

14' - 6 3/8"

TOP FENDER FRAMING

CL EL

11' - 5 3/8"

W14x109

W14x109 12"x8" PLASTIC COMPOSITE

MARINE TIMBER (TYP)

W x

2' - 1 1/4"5' - 2"5' - 2"5' - 2"5' - 2"5' - 2"

4' - 0 1/2"1' - 1 1/2"

P

IP

E

X

S

(T Y

P

D1

SC509

SC509

E12

STEEL FRAMING BEYOND REF

PLANS AND ELEVATIONS (TYP)

L1

SC508

F1

SC508

K5

SC509

L1

SC510

/4

/2

/4

/4

/4

/4

/4

/4

/8

W12x53

(TYP)

/8

/4

/4

5' - 2"

L8

SC510

Sim

L8

SC510

Sim

US Army Corps of Engineers ®

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SCALE: 3/4" = 1'-0"

B1

FENDER RACK ELEVATION

0 0.5' 1' 2' 3'

R

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/2

/1

R1 1 /2

COPE WEB AT WELD

INTERSECTIONS (TYP)

GIRDER MEMBER

STIFF PL. (SEE ELEV

FOR SIZE)(TYP)

W MEMBER

CJP FLANGE

GIRDER (TYP)

(T

YP)

W M

E M

B E

R

1/4

1/4

TYP

CJP WEB

& FLGS

CJP T&B FLG

COPE WEB AT WELD

INTERSECTIONS (TYP)

ALIGN TOP OF GUSSET PLATE

WITH TOP OF W MEMBER

W MEMBER WEB

W SHAPE

STIFF PL (SEE

ELEV FOR SIZE

AND NOTE 1)

/1

5/16"

R 1"

W M

E M

B E

R (S

E E

E L E

V A

T

IO

N

R 1/2

(T Y P

2"

COPE 3"

(SEE NOTE 3)

ALIGN BOTTOM OF GUSSET PLATE

WITH BOTTOM OF W MEMBER

W MEMBER (SEE PLAN)

CJP STIFF PL

TO GUSSET PL

CJP W MEMBER FLANGE

TO GUSSET PLATE

CJP GUSSET PL

W SHAPE FLANGE

CJP W MEMBER WEB

TO W MEMBER FLANGE

CJP W MEMBER FLANGE

TO GUSSET PLATE COPE STIFF PLATE

CJP

CJP GUSSET PLATE

W MEMBER FLANGE

(SEE NOTE 3)

R = 1"

W8x58W8x40

CJP

CJP (TYP)

(T&B FLG)

TOP FRAMING PLAN

14' - 6 3/8"

W8x40

W24x104

PAD EYE SEE DWG

SC504 DET. C1 )

FCM)

STIFF PL 5/8"

(NS & FS)

W x

(TYP)

R = 1 1/2"CJP (T&B

FLG)

CJP

1/4

1/4

TYP

COPE STIFF PL

FOR PAD EYE

STIFF PL 1/2"

1/4

TYP

/1

1/4

TYP

WT8x15.5

SKIN PL 3/8"

MIDDLE FRAMING PLAN

1' - 6"

(T Y P

R

/2

R = 1'-0"

WP

SKIN PL 3/8"

W T x .5

W x

W 8x4

CJP (T&B

FLG)(TYP)

CJP (TYP)

CJP (T&B

FLG) TYP

PL 1/2"

(TYP)

STIFF PL 5/8"

(NS & FS)

1/4

TYP

R = 1"

1/4

1/4

TYP

1/4

1/4

TYP

K15

1/4

1/4

TYP

1/4

1/4

TYP

(TYP)

R = 6"

(T Y

P

R

(T Y P

5/16"

BOTTOM FRAMING PLAN

-11' - 6"

SILL EL

-13' - 0"

W x

W T x .5

W8x40

STIFF PL 3/8"

W24x104

(T

YP)

R = 1 1/2"

1/4

1/4

SKIN PL 3/8"

STIFF PL 1/2"

CJP (T&B

FLG)

1/4

1/4

(TYP)

CJP (TYP) 5

/1

TOP OF WALKWAY

FRAMING

16' - 10"

PL 1/2"

13/16"⌀ HOLES FOR

3/4" DIA BOLTS

1/4

1/4

/2

3"2"

6 1/2"

0"

PL 5/8"

(TYP)

WT8x15.5

(T Y P

R

W24x104

W24x104

SKIN PL 3/8"

(T Y

P

/1

US Army Corps of Engineers ®

SHEET ID

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S tr u c \C a lc a s ie u S a lt W a te r B a rr ie r\

C a lc a s ie u S a lt W a te r B a rr ie r

R e v it \C e n tr a l\ H

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SCALE: 1 1/2" = 1'-0"

F1

TYPICAL BEAM TO CURVED MEMBER

SCALE: 1 1/2" = 1'-0"

K1

TYPICAL HORIZONTAL TRUSS

CONNECTION

1. ALL WEB STIFFENERS WILL BE CUT TO EXACTLY TO MATCH

BEAM SECTION AND INCLUDE 5/16" HOLD-BACKS TO ALLOW

WRAP AROUND WELDS. MILL TO BEAR. SEE MISC. NOTES ON

SHT. G-003.

2. COPE WEB OF DIAGONAL WHERE WELD ACCESS IS LIMITED

OF THERE INTERFERENCE AMONG THE DIAGONAL WEBS.

3. GUSSET PLATE TO FLANGE WELD SHALL BE INSTALLED AND

INSPECTED PRIOR TO WELDING THE VERTICAL MEMBER TO

THE HORIZONTAL W MEMBER.

NOTES

0 0.25' 0.5' 1' 1.5'

0 0.25' 0.5' 1' 1.5' SCALE: 1 1/2" = 1'-0"SC201

TYPICAL SPLICE DETAILF7

0 0.25' 0.5' 1' 1.5'

SCALE: 1 1/2" = 1'-0"SC202

RECESS SIDE TOP GIRDER DETAILF8

0 0.25' 0.5' 1' 1.5'

SCALE: 1 1/2" = 1'-0"SC202

RECESS SIDE MIDDLE GIRDER DETAILB12

0 0.25' 0.5' 1' 1.5'

SCALE: 1 1/2" = 1'-0"SC202

RECESS BOTTOM GIRDER DETAILA1

0 0.25' 0.5' 1' 1.5'

SCALE: 1 1/2" = 1'-0"SC104

WALKWAY CONNECTIONB8

SCALE: 1 1/2" = 1'-0"

K15

SECTION

0 0.25' 0.5' 1' 1.5'

0 0.25' 0.5' 1' 1.5'

R

E V

IS

E

D L

IF

T

IN

G

L U

G P

L A

T E

A N

D W

A L K

W A

Y C

O N

N E

C T

IO

N

/2

PL. 5/8"

(T&B FLG)

W.P.

W24x104 (FS)

PL 1/2" (NS)

CJP TYP (T&B

FLG)

CJP TYP (T&B

FLG)

STEEL FRAMING

REF PLAN, TYP

5/16"(TYP)

CJP (TYP) (T&B

FLG)

PL. 5/8"

(T&B FLG)

W.P.

CJP TYP

(T&B FLG)

CJP TYP

(T&B FLG)

W 8x4

HOLD

BACK 2"

CJP TYP

(T&B FLG)

SKIN PL. 3/8"

SEAL (SEE DETAIL

SC504)

WT8x15.5

W24x1041/4

1/4

TYP

PL 1/2" (N.S.&

F.S.)STIFF PL 1/2" (TYP)

PAD EYE PL 1 1/2"

W8x40

W.P.

CAP PL 7/8"x12" x1'-0" CENTERED

ON COLUMN

1/4

1/4

TYP

W10x88

BELOW

(T Y P

R

.9

C9

SC504

W8x40

W x4

PL. 5/8"

(T&B FLG)

W.P.

W8x40

1' - 8 3/16"

/4

CJP (T&B FLG)

CJP TYP

(T&B FLG)

R

R

R

(T

YP)5/16"

CJP TYP

(T&B FLG)

W 8x4

' - 0

' - 0

TYP5/16"

W 8x5

W8x40

PL 5/8"

(T&B FLG)

R = 6"

R

R

W x5

CJP TYP

(T&B FLG)

CJP TYP

(T&B FLG)

CJP (T&B

FLG)

.0

2' - 1 1/2"

/4

/4

5.

1"

5.

0" ø

SYM ABOUT CL

PL 1"

DRILL AND TAP

1" DIA-14NC-2 FOR

1" DIA x 2" ASTM F93

HEX HEAD CAP SCREW

AND LOCK WASHER

(TYP)

7 1/2"

3"3"3"2"

/4 " 4

/8

/8

2' - 3"

R

/2

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

C

R e v it L o c a l F ile s \H

-4 -2

R

E V

IT

-S

W B

-M O

D E

L lo n n ie

.j .r o b in

.r v t

/2

/2

:3

:4

P

M

SC502

F R

A M

IN

G

D E

T A

IL

S

S H

E E

T

O F

C A

L C

A S

IE

U

R

IV

E R

A N

D P

A S

S N

E W

O R

L E

A N

S L O

U

IS

IA

N

A A

J C

L J R

L K

D

'A R

M O

N D

P

.E

C A

L

J U

L Y

W P

-2

-R

-0

W P

-X

H -4

-2

F

IL

E N

O

F

IL

E N

A M

E

R E

A D

Y F

O R

A D

V E

R T

IS

E

M E

N T

C A

L C

A S

IE

U

R

IV

E R

S A

L T

W A

T E

R B

A R

R

IE

R

C A

L C

A S

IE

U

P A

R

IS

H L A

H -4

-2 R

E V

IT

-S

W B

-M O

D E

L .R

V T

S E

C T

O R

G A

T E

R E

P L A

C E

M E

N T

F A

B R

IC

A

T

IO

N

SCALE: 1 1/2" = 1'-0"SC101

W24 GUSSET PLATE DETAILJ1

SCALE: 1 1/2" = 1'-0"SC101

GUSSET W8 PLATE DETAILB1

SCALE: 1 1/2" = 1'-0"SC101

CLOSURE DETAILJ7

1. FOR DETAILS NOT SHOWN SEE TYP. DET. DWG SC501.

2. TURNED BOLTS SHALL BE 1" DIAMETER ASTM A193, GRADE

B7 TURNED BOLT MEETING ASME B4.1 LC1 FIT WITH

THREADED ENDS MEETING 8 THREADS PER INCH AND

CLASS 3 THREAD FIT (TYPICAL). PROVIDE (2) ASTM A194

GRADED 2H NUTS AND (2) ASTM F493 WASHERS PER BOLT.

SCALE: 1 1/2" = 1'-0"SC103

BOTTOM FRAMING DETAILB7

NOTES

0 0.25' 0.5' 1' 1.5' 0 0.25' 0.5' 1' 1.5'

0 0.25' 0.5' 1' 1.5'0 0.25' 0.5' 1' 1.5'

SCALE: 1" = 1'-0"SC102

MIDDLE FRAME RECESS CONNECTIONJ14

SCALE: 1 1/2" = 1'-0"SC101

TOP PLATEB14

0 0.25' 0.5' 1' 1.5'

0 0.25' 0.5' 1' 1.5'

R

E V

IS

E

D L

IF

T

IN

G

L U

G P

L A

T E

/2

2' - 3"

/8

/1

.0

R

1/ 2" R

/2

5.

1"

5.

0" ø

PL 1"

DRILL AND REAM FOR

1" DIA BOLTS (TYP)

2' - 1 1/2"

J13

E1

/4

/4

8 3/4"

8 1/4"

1 1/2"⌀ HOLES FOR

1 3/8" DIA ASTM F3125,

GR A325 BOLTS (TYP)

SYMETRICAL ABOUT CL

NOTE:

LIFTING LUG

OMITTED FOR

CLARITY

WP (CL HINGE)

CL GATE

BOTTOM PLATE

BELOW, SEE

THIS DWG

C L H

IN

G

E

PL 2"

PL 1 1/2"

PL 1/2"

/4

/4

8 3/4"

8 1/4"

1 1/2"⌀ HOLES FOR

1 3/8" DIA ASTM F3125,

GR A325 BOLTS (TYP)

.0

J13

E1

R = 1' - 10 1/2"

1' - 10 1/2"

11 1/4"

11 1/4"

2 13/16"

1' - 7 11/16"

R =

/2

R

/8

11 1/4"9 1/4"

R

1' - 8 1/2"

R = 1"

PL 2"

PL 1 3/4"

PL 1/2"

1/4

TYP

CJP FCM

1/4

LIFTING LUG

BOTTOM PLATE

1 1/2"⌀ HOLES FOR

1 3/8" DIA x 4 3/4" LONG

ASTM F3125, GR A325

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

C

R e v it L o c a l F ile s \H

-4 -2

R

E V

IT

-S

W B

-M O

D E

L lo n n ie

.j .r o b in

.r v t

/2

/2

:3

:4

P

M

SC502A

F R

A M

IN

G

D E

T A

IL

S

S H

E E

T

O F

C A

L C

A S

IE

U

R

IV

E R

A N

D P

A S

S N

E W

O R

L E

A N

S L O

U

IS

IA

N

A A

J C

L J R

L K

D

'A R

M O

N D

P

.E

C A

L

J U

L Y

W P

-2

-R

-0

W P

-X

H -4

-2

F

IL

E N

O

F

IL

E N

A M

E

R E

A D

Y F

O R

A D

V E

R T

IS

E

M E

N T

C A

L C

A S

IE

U

R

IV

E R

S A

L T

W A

T E

R B

A R

R

IE

R

C A

L C

A S

IE

U

P A

R

IS

H L A

H -4

-2 R

E V

IT

-S

W B

-M O

D E

L .R

V T

S E

C T

O R

G A

T E

R E

P L A

C E

M E

N T

F A

B R

IC

A

T

IO

N

A

D D

IT

IO

N O

F R

E M

O V

A B

L E

L

IF

T

IN

G L

U G

A N

D R

E V

IS

E

D B

O T

T O

M P

L A

T E

/2

SCALE: 1 1/2" = 1'-0"SC201

BOTTOM PLATEJ1

0 0.25' 0.5' 1' 1.5' SCALE: 1 1/2" = 1'-0"SC201

REMOVABLE LIFTING LUG AT HINGEJ7

0 0.25' 0.5' 1' 1.5' SCALE: 1 1/2" = 1'-0"

J13

REMOVABLE LIFTING LUG HINGE

ELEVATION

0 0.25' 0.5' 1' 1.5'

SCALE: 1 1/2" = 1'-0"

E1

REMOVABLE LIFTING LUG BOLTING

SECTION

0 0.25' 0.5' 1' 1.5'

W 8x4

W x

(T Y

P

R

/2

STIFF PL 5/8"

(NS ONLY)

(SEE NOTE 3)

STIFF PL 5/8"

(NS&FS)

STIFF PL 5/8"

(NS&FS)

C L C

O L

(T Y

P

/1

R

GUSSET

PL 5/8"

(TYP)

CJP W DIA

MEMEBER

FLG TO W

MEMBER

FLG (TYP)

1/4

1/4

(TYP)

2"

CJP W DIA

MEMEBER FLG

TO W MEMBER

FLG (TYP)

ALTERNATIVE CUT

LINE IF NECESSARY

(SEE NOTE 1)

R = 2"

W x

W x

W8x58

STILL PL 5/8"

(NS ONLY)

STIFF PL 5/8"

(NS ONLY)

STIFF PL 5/8"

(NS&FS)

STILL PL. 5/8"

(NS&FS)

2' - 0"2' - 0"

(TYP)

R = 3 1/2"

GUSSET

PL 5/8"

(TYP)

1/4

1/4

(TYP)

W 8x4

MIDDLE FRAMING PLAN

1' - 6"

W 8x40

W 8x4

SKIN PL 3/8"

(TYP)R = 1 1/2"

STIFF PL 5/8"

(NS&FS)

(TYP)

NOTE: FOR WELDING

NOT SHOWN SEE

TYPICAL DETAILS

SC501

STIFF PL 5/8"

(TYP)

CJP (TYP)

1/4

1/4

TYP

W T x .5

STIFF PL 1/2"

(NS&FS)

CJP (TYP)

1/4

TYP

(T Y P

R

/2

1/4

1/4

TYP

TOP FRAMING PLAN

14' - 6 3/8"

SKIN PL 3/8"

STIFF PL 5/8"

(NS&FS)(TYP)

W24x104

STIFF PL 5/8"

(NS&FS)

1/4

1/4

TYP

W8x40

W T x .5

/1

(T Y

P

CAP PL 7/8"x12" x1'-0" CENTERED

ON COLUMN

1/4

1/4

TYP

CJP (TYP)

1/4

TYP T&B FLG

R

/2

(T

YP

4' - 0"

2' - 0"

1' - 9

3"

R

' - 7

/4

W24x104

PL 3/4"x24 3/4"

SKIN PL 3/8"

WT8x15.5 x1'-0 3/4" (TYP)

PL 1/2"

(NS)

W 8x4

W24x104

(FS)

PL 3/8"x1'-0 3/4"

A10

SC503

PAD EYE PL 1 3/4"

1' - 6"

1/4

1/4

TYP

CJP

1/4

1/4

STRIP GIRDER FLG

AND COPE WEB

1/4

TYP

R

/2

(T Y

P

CJP

2" WEEP

HOLE

PL 3/4"x24 3/4"

C2

SC504

41.9°

TOP FRAMING PLAN

14' - 6 3/8"

W24x104

WT8x15.5

PL 3/8"

PL 1/2"

/8

1/4

1/4

/8

1/4

1/4

W24x104

(N.S.&F.S.)

W.P.

(TYP)

5/16"

2" HOLD

BACK (TYP)

CJP (TYP) (T&B

FLG)

R

R

R

WT8x15.5

W24x104

SKIN PL 3/8"

(NS&FS)

1/4

1/4

TYP

CJP (TYP)

STIFF

PL 1/2"

L6x4x1/2

SC506

A1

WT8x15.5

/2

STIFF PL 1/2"

(TYP)

STIFF PL 1/2"

(NS&FS)

RUBBER STOP

(T Y P

R = 1"

1/4

1/4

TYP

L6x6x3/4 1' - 3"

2"

7 1/2" 7 1/2"

3"

2 1/2" 2 1/2"

3"

(NS&FS)

1/4

3 SIDES

13/16"⌀ HOLES FOR

3/4" BOLTS

CL GIRDER

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

K

S tr u c \C a lc a s ie u S a lt W a te r B a rr ie r\

C a lc a s ie u S a lt W a te r B a rr ie r

R e v it \C e n tr a l\ H

-4 -2

R

E V

IT

-S

W B

-M O

D E

L .r v t

/2

/2

:3

:1

P

M

SC503

F R

A M

IN

G

D E

T A

IL

S

S H

E E

T

O F

C A

L C

A S

IE

U

R

IV

E R

A N

D P

A S

S N

E W

O R

L E

A N

S L O

U

IS

IA

N

A A

J C

L J R

C A

L

J U

L Y

W P

-2

-R

-0

W P

-X

H -4

-2

F

IL

E N

O

F

IL

E N

A M

E

R E

A D

Y F

O R

A D

V E

R T

IS

E

M E

N T

C A

L C

A S

IE

U

R

IV

E R

S A

L T

W A

T E

R B

A R

R

IE

R

C A

L C

A S

IE

U

P A

R

IS

H L A

H -4

-2 R

E V

IT

-S

W B

-M O

D E

L .R

V T

S E

C T

O R

G A

T E

R E

P L A

C E

M E

N T

F A

B R

IC

A

T

IO

N

SCALE: 1 1/2" = 1'-0"SC201

TYPICAL DIAGONAL TRUSS CONNECTION

DETAILL1

SCALE: 1 1/2" = 1'-0"SC201

TYPICAL MIDDLE FRAMING DETAILF1

SCALE: 1" = 1'-0"SC201

CHANNEL SIDE MIDDLE FRAME AT GIRDERA1

0 0.25' 0.5' 1' 1.5'

0 0.25' 0.5' 1' 1.5'

0 0.25' 0.5' 1' 1.5'

SCALE: 1 1/2" = 1'-0"SC201

CHANNEL SIDE TOP FRAMING AT GIRDERL7

0 0.25' 0.5' 1' 1.5'

SCALE: 1 1/2" = 1'-0"SC101

TOP FRAMING EXTENSIOND8

0 0.25' 0.5' 1' 1.5'

SCALE: 1 1/2" = 1'-0"SC503

SECTION TOP EXTENSIONA10

0 0.25' 0.5' 1' 1.5'

SCALE: 1 1/2" = 1'-0"SC102

MIDDLE FRAME CURVED16

0 0.25' 0.5' 1' 1.5'

SCALE: 1 1/2" = 1'-0"SC102

MIDDLE FRAME RECESS ENDK14

0 0.25' 0.5' 1' 1.5'

SCALE: 1 1/2" = 1'-0"SC102

MIDDLE FRAME CHANNEL ENDA15

0 0.25' 0.5' 1' 1.5'

NOTES

1. COPE WEB OF DIAGONAL WHERE

WELD ACCESS IS LIMITED OR THERE IS

INTERFERENCE AMONG THE

DIAGONAL WEBS.

2. GUSSET PLATE TO FLANGE WELD

SHALL BE INSTALLED AND INSPECTED

PRIOR TO WELDING THE VERTICAL

MEMBER TO THE HORIZONTAL W

MEMBER.

3. ALL WEB STIFFENERS WILL BE CUT TO

EXACTLY MATCH BEAM SECTION AND

INCLUDE 5/16" HOLD BACKS TO ALLOW

WRAP AROUND WELDS. MILL TO BEAR.

SEE MISC. NOTES ON SHEET G-003.

R

E V

IS

E

D L

IF

T

IN

G

L U

G P

L A

T E

/2

W24x104

WT8x15.5

W 8x4

CJP

W24x104

(NS)

PL 1/2"

(FS)

SKIN PL 3/8"

STIFF PL 5/8"

(TYP)

1/4

1/4

TOP FRAMING PLAN

14' - 6 3/8"

TOP HINGE PL 1"

BOTTOM HINGE

PL 1"

HINGE CASTING

SEE ASSEMBLY

DWG MY506W8x58

PIPE 12 XS

CJP

CJP (T&B

FLG)

1/2

MT

5/16

C L H

IN

G

E

1/2

MT

5/16

TYPE FOR

ALL FILLER

PLATES

CJP

W 8x4

R

/2

(FCM)

(FCM)

1' - 3"

UT, RT

UT, RT

(F

CM

BOTTOM FRAMING PLAN

-11' - 6"

CJP (T&B

FLG)

CJP (TYP)

PINTLE ASSEMBLY

SEE DWG MY501

P

IP

E

X

S

W8x58

C L P

IN

T

L E

CJP (T&B

FLG)

CJP

CJP

(FCM)

(FCM)

(FCM)

(FCM)

UT, RT

(FCM)

UT, RT

UT, RT

UT, RT

W 8x40

(FCM

BAR 4 1/2"x1/2" PL 1/2"x6 1/2"

5/8" DIA CRS HEX

HEAD BOLT AND NUT

BOTTOM SEAL

1/4

1/4

SKIN PL 3/8"

11/16" ⌀ IN L6x4

AND BAR

11/16"x1 9/16" SLOTTED

HOLE IN SKIN PLATE

L6x4x1/2

STIFF PL 1/2"

TOP FRAMING PLAN

14' - 6 3/8"

PL 2"

(FCM)

PL 3/4"

(NS & FS)

BEFORE AND AFTER LIFTING LUG

WELD IS COMPLETE, PROVIDE

ULTRASONIC TESTING EXAMINATION

PER ASTM A435 TO INSURE PLATE IS

FREE OF LIMINATION DEFECTS. IF

THERE ARE DEFECTS PRESENT BEFORE

WELDING DO NOT WELD IT AND GET

A NEW PLATE

5/16

(1/4)

G

TYP

CJP FCM

PL 7/8"

W10x88

C L W

P

1' - 0"

6"6"

TOP FRAMING PLAN

14' - 6 3/8"

W24x104

PL 1 3/4"

(FCM)

1' - 2"

7"7"

PL 1"

(NS & FS)

R =

"R = 7"

1/4

(1/4)

G

CJP FCM

R = 1 1/2"

AFTER LIFTING LUG WELD IS

COMPLETE PROVIDE ULTRASONIC

TESTING EXAMINATION PER ASTM

A435 TO INSURE PLATE IS FREE OF

LAMINATION

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

C

R e v it L o c a l F ile s \H

-4 -2

R

E V

IT

-S

W B

-M O

D E

L lo n n ie

.j .r o b in

.r v t

/2

/2

:3

:4

P

M

SC504

F R

A M

IN

G

D E

T A

IL

S

S H

E E

T

O F

C A

L C

A S

IE

U

R

IV

E R

A N

D P

A S

S N

E W

O R

L E

A N

S L O

U

IS

IA

N

A A

J C

L J R

L K

D

'A R

M O

N D

P

.E

C A

L

J U

L Y

W P

-2

-R

-0

W P

-X

H -4

-2

F

IL

E N

O

F

IL

E N

A M

E

R E

A D

Y F

O R

A D

V E

R T

IS

E

M E

N T

C A

L C

A S

IE

U

R

IV

E R

S A

L T

W A

T E

R B

A R

R

IE

R

C A

L C

A S

IE

U

P A

R

IS

H L A

H -4

-2 R

E V

IT

-S

W B

-M O

D E

L .R

V T

S E

C T

O R

G A

T E

R E

P L A

C E

M E

N T

F A

B R

IC

A

T

IO

N

SCALE: 1 1/2" = 1'-0"SC103

BOTTOM FRAME GIRDER RECESS ENDH1

0 0.25' 0.5' 1' 1.5'

0 0.25' 0.5' 1' 1.5'

0 0.25' 0.5' 1' 1.5'

SCALE: 1" = 1'-0"SC201

HINGE CONNECTION DETAILJ7

0 0.5' 1' 2' 3' SCALE: 1" = 1'-0"SC201

PINTLE CONNECTION DETAILJ14

0 0.5' 1' 2' 3'

SCALE: 3" = 1'-0"SC103

SEAL DETAILC14

0 0.125' 0.25' 0.5' 0.75'

R

E V

IS

E

D L

IF

T

IN

G

L U

G A

N D

H

IN

G E

P L

A T

E

/2

SCALE: 1 1/2" = 1'-0"SC101

CHANNEL SIDE PAD EYE ELEVATIONC9

SCALE: 1 1/2" = 1'-0"SC503

RECESS SIDE PAD EYE ELEVATIONC2

HINGE ASSEMBLY

SCALE: 1 1/2" = 1'-0"

HINGE ISOMETRIC

SCALE: 1 1/2" = 1'-0"

SECTION A-A

SCALE: 1 1/2" = 1'-0"

A

A

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

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

2 1

R E

V

IS

E D

H

IN

G E

P L A

T E

S

R E

M O

V E

D P

A D

E Y

E A

N D

R E

V

IS

E D

H

IN

G E

P L

A T

E

/2

/2

H

M Y

.d w g

C A

L /A

P D

L J R

J M

P /H

P

L K

D

'A R

M O

N D

P

.E

IS

O

M E

T R

IC

P L A

N

S E

C T

IO

N

A N

D

H

IN

G E

A S

S E

M B

L Y

MY506

K S tr u c \C a lc a s ie u S a lt W a te r B a rr ie r\

C a lc a s ie u S a lt W a te r B a rr ie r

R e v it \R

E F

E R

E N

C E

F

IL

E S

\I n v e n to r\ H

M Y

-5

.d w g

A E

C

N C

S

M O

N O

.C T

B B

E

D S

S D

US Army Corps of Engineers

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

N E

W O

R L

E A

N S

L O

U

IS

IA

N

A

L

E A

K E

A V

E

W

P

-X

J U

L Y

F

IL

E N

O

F

IL

E N

A M

E

D

W

P

-2

-R

-0

G U

L F

I N

T R

A C

O A

S T

A L

W A

T E

R W

A Y

C A

L C

A S

IE

U

R

IV

E R

S A

L T

W A

T E

R B

A R

R E

R

S E

C T

O R

G A

T E

R E

P L A

C E

M E

N T

C A

L C

A S

IE

U

P A

R

IS

H

L A

R E

A D

Y F

O R

A D

V E

R T

IS

E

M E

N T

HINGE

MK-507

HINGE ALIGNMENT PLATE

NOT IN CONTRACT

W 8x58

W8x58

X S

P

IP

E

W 8x40

TOP HINGE PLATE

(SEE DWG SC502)

(FCM)

HINGE ALIGNMENT PLATE

NOT IN CONTRACT

HINGE

MK507

PL 1"

HINGE BALL

MK506

TOP PLATE

(SEE DWG SC502)

W x

HINGE COUPLING

MK510

EL 14'-6 3/8"

HINGE SPLIT BUSHING

MK509-C

H -4

-2

KEEPER PLATE MK509-D

KEEPER PLATE MK-509-D

TOP FRAMING PLAN

14' - 6 3/8"

TOP OF WALKWAY

FRAMING

16' - 10"

L x x /2

L x x /2

2"x2" FRP GRATING

1/4

1/4

(TYP T&B FLG)

1/4

(TYP)

/2

W8x40

1' - 8"

FACE OF

EXISTING

CONCRETE

L6x6x1/2

L6x4x1/2

1/4

1/4

(TYP)

(LLH)

(LLH)

/2

CJP (TYP)

L6x6x1/2

TOP FRAMING PLAN

14' - 6 3/8"

TOP OF WALKWAY

FRAMING

16' - 10"

2"x2" FRP GRATING

1/4

(TYP)

1/4

1/4

(TYP)

(T Y

P

/2

L x x /2

L x x /2

W8x40

1' - 8" 3' - 4"

5' - 0"

L6x4x1/2 L6x4x1/2

1/4

1/4

TYP

L6x6x1/2

/2

(LLH)

(LLH)

CJP (TYP)

3" 2" 2" 3"

CL SPLICE

13/16"⌀ HOLE FOR

3/4" DIA BOLTS ON GAGE

(ASTM F3125, GR A325,

TYPE 1) (TYP)

PL 1/2"

/2

1' - 0 1/2"

6 1/4"6 1/4"

1/4"1/4"

L6x4x1/2L6x4x1/2

TOP OF WALKWAY

FRAMING

16' - 10"

(TYP)

3 1/16"

C L W x

(B E

L O

W

13/16"⌀ HOLE FOR

3/4" DIA BOLTS ON GAGE

(ASTM F3125, GR A325,

TYPE 1) (TYP)

/2

L6x6x1/2

L x x /2

L x x /2

L6x6x1/2

(LLH)

(LLH)

4 1/16" 4 1/16"

/2

TOP FRAMING PLAN

14' - 6 3/8"

TOP OF WALKWAY

FRAMING

16' - 10"

L6x6x1/2 L6x4x1/2 L6x4x1/2

(LLH)

(LLH)

4' - 0"

W24x104

WT8x15.5

SKIN PL 3/8"

1/4

1/4

TYP

2"x2" FRP GRATING

COPE L5 TO SUIT

W24 FILLET (TYP)

1/4

1/4

TYP

L x x /2

L x x /2

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

K

S tr u c \C a lc a s ie u S a lt W a te r B a rr ie r\

C a lc a s ie u S a lt W a te r B a rr ie r

R e v it \C e n tr a l\ H

-4 -2

R

E V

IT

-S

W B

-M O

D E

L .r v t

/2

/2

:0

:2

A

M

SC507

W A

L K

W A

Y S

E C

T

IO

N S

C A

L C

A S

IE

U

R

IV

E R

A N

D P

A S

S N

E W

O R

L E

A N

S L O

U

IS

IA

N

A A

J C

L J R

L K

D

'A R

M O

N D

P

.E

C A

L

J U

L Y

W P

-2

-R

-0

W P

-X

H -4

-2

F

IL

E N

O

F

IL

E N

A M

E

R E

A D

Y F

O R

A D

V E

R T

IS

E

M E

N T

C A

L C

A S

IE

U

R

IV

E R

S A

L T

W A

T E

R B

A R

R

IE

R

C A

L C

A S

IE

U

P A

R

IS

H L A

H -4

-2 R

E V

IT

-S

W B

-M O

D E

L .R

V T

S E

C T

O R

G A

T E

R E

P L A

C E

M E

N T

F A

B R

IC

A

T

IO

N

SCALE: 1 1/2" = 1'-0"SC104

WALKWAY SECTION - RECESS SIDEJ1

SCALE: 1 1/2" = 1'-0"SC104

TYPICAL WALKWAY SECTION CHANNEL

SIDEC1

SCALE: 3" = 1'-0"SC104

WALKWAY SPLICE DETAILC10

0 0.25' 0.5' 1' 1.5'0 0.25' 0.5' 1' 1.5'

0 0.25' 0.5' 1' 1.5' 0 0.125' 0.25' 0.5' 0.75'

SCALE: 3" = 1'-0"SC104

WALKWAY SUPPPORT BOLTINGC15

0 0.125' 0.25' 0.5' 0.75'

R

E V

IS

E

D W

A L K

W A

Y F

R A

M

IN

G

/2

SCALE: 1 1/2" = 1'-0"SC104

TYPICAL WALKWAY SECTION AT GIRDER1J10

H448662_MY506