W912P821B0019 - Drawings - Plans.pdf

PDF 19 MB Posted Oct 23, 2020

Attached to: Freshwater Bayou Sector Gates Replacement
Solicitation number: W912P821B0019
Issued by: Department of the Army Corps of Engineers Engineering District New Orleans

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal contract opportunity for the Freshwater Bayou Lock Structure Sector Gate Replacement project. The solicitation is identified as W912P821B0019 and will be issued as an Invitation for Bid requiring the fabrication, painting, delivery, and unloading of steel sector gates and associated items for the Freshwater Bayou Lock Structure in Vermilion Parish, Louisiana. This is a 100% total small business set-aside with an anticipated award value between $5,000,000 to $10,000,000. Interested vendors are encouraged to register as an interested vendor on beta.SAM.gov and post subcontracting opportunities on the SBA Subnet. Offerors must be registered in SAM and certified by the American Institute of Steel Construction to be considered for award. The solicitation and specifications can be found on beta.SAM.gov and questions may be directed to the named Contract Specialists.

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Other files

File	Type	Posted
21B0019 - Bid Abstract.pdf	PDF	Dec 14, 2020
A21-W912P821B0019 AM_0003.pdf	PDF	Dec 11, 2020
W912P821B0019 AM_0002.pdf	PDF	Dec 8, 2020
W912P821B0019 AM_0002.pdf	PDF	Dec 8, 2020
W912P821B0019 AM_0001.pdf	PDF	Nov 25, 2020
Solicitation Package.pdf	PDF	Nov 5, 2020
Solicitation Package.pdf	PDF	Oct 23, 2020

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VOSSEN.JEAN.SPA

DARO.1230829760

Digitally signed by

VOSSEN.JEAN.SPADARO.123082

Date: 2020.07.09 08:19:24 -05'00'

Digitally signed by

MURPHY.STEPHEN.FRANCIS.1060

824203 Date: 2020.07.13 07:51:10 -05'00'

W912P821B0019

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®of Engineers

US Army Corps

Sheet of Engineers

US Army Corps

NEW ORLEANS DISTRICT

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876 6072 C

GPS FRESH 1992

LOCATION MAP

SCALE: 1" = 500'

UNIONCLAIBORNE

A R K A N S A S

MADISON

CARROLL

TENSAS

H L

A N

LINCOLN

BIENVILLE JACKSON

OUACHITA

C A

T A

H O

U L

WINN

GRANT

L A

S A

L L

N A

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H I T

O C

H E S

C A L D

W E L L

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C A

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SABINE

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RED

W E

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ASHI

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T A

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ORLEANSST.

JOHN

T A

N G I P

A H

O A

E A S

F E L

N A

W E S

F E L

N A

RAPIDES

ALLEN

AVOYELLES

ROUGE

BATON

EAST

COUPEE

WEST

ROUGE

BATON

MARTIN

ST. IBERVILLE

JEFFERSON

ACADIADAVIS

L A F

A Y

E T

T E

ST. LANDRY

POINTE

E V

A N

G E L

M E S

M I S S I S S I P P I

G S T

O N

S T

ASCENSION

S T

LAFOURCHE P

L A Q

U E

E S

ST. BERNARD

ARTIN

ST.

MARY

VERMILION

TERREBONNE

A S

S U

M P

T I O

ST.

J E

F F

E R

S O

C H

A R

L E S

S T

.IBERIA

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

VERNON

BEAUREGARD

CALCASIEU

CAMERON

C O

N C

O R

VICINITY MAP - STATE OF LOUISIANA

SCALE: N.T.S.

SCALE: 1'' = 500'

250'0 500'

LA. HWY. 314

LOCK REPLACEMENT DESIGN

FRESHWATER BAYOU

PROJECT SITE

GULF OF MEXICO VERMILION PARISH, LA.

F R

E S

H W

A T E

R B

A Y

O U

LOUISIANA)

(VERMILION PARISH,

OF PROJECT

LOCATION

T S R

E S -2

T S R

E S -1

T S R

E S -1

T S R

E S -1

T S R

E S -2

T S R

E S -1

T17S R1E S-25

T17S R1E S-24

T17S R1E S-13

T17S R1E S-24

876 6072 A

GENERAL CROSS-REFERENCING SYMBOLS

EACH VIEW)

(CENTERED UNDER

VIEW SUBTITLE

SECTION/DETAIL)

(CENTERED UNDER

DRAWING

TITLE ON SAME

SECTION/DETAIL

SECTION/DETAIL)

(CENTERED UNDER

DRAWING

TITLE ON ANOTHER

SECTION/DETAIL

SAME DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

SECTION CUT W/

SAME DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

ANOTHER DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

FRONT SIDE

SECTION

ELEVATION

TOP

A A A

SCALE:

SUPPLEMENTAL INFORMATION

DETAIL/SECTION

D5_

SCALE:

D5 DETAIL/SECTION

SUPPLEMENTAL INFORMATION

______C-102

D5___

______C-302

D5_____

C-501

= CORROSION RESISTANT STEEL

= ELEVATION

= EQUALLY SPACED

EL. OR ELEV.

= BASELINE

= CENTER LINEC/L

C.R.S.

B/L

= REQUIRED

= ON CENTERO.C.

EXIST. = EXISTING

= MINIMUMMIN

ABBREVIATIONS

= FRACTURE CRITICAL MEMBERFCM

ALUM = ALUMINUM

ANSI

STANDARDS INSTITUTE

= AMERICAN NATIONAL

= BOTH SIDES

DEG = DEGREE

= DIAMETERDIA.

= EQUAL

GALV

HORIZ = HORIZONTAL

ID = INNER DIMENSION

IN = INCH

INCL = INCULDED

JF = JOINT FILLER

JT = JOINT

KWY = KEYWAY

MATL = MATERIAL(S)

MAX = MAXIMUM

MECH = MECHANICAL

MFR = MANUFACTURER

MISC = MISCELLANEOUS

N = NORTH

NAVD-88

VERTICAL DATUM

= NORTH AMERICAN

NO = NUMBER

= NOT TO SCALENTS

O.D. = OUTER DIMENSION

PL = PLATE

QTY = QUANTITY

REF = REFERENCE

SECT = SECTION

SPEC = SPECIFICATION

= STAINLESS STEEL

STD = STANDARD

STIFF = STIFFENER

STL = STEEL

STRUCT = STUCTURAL

T&B = TOP & BOTTOM

THDS

TYP = TYPICAL

= VERTICAL

W/ = WITH

W/O = WITH OUT

LG = LONG

LGT = LENGTH

CBORE

= COMPLETE JOINT PENETRATIONCJP

= COUNTERBORE

EA = EACH

EL = ELEVATION

GA = GAUGE

= SHEET

SIM

SHT

= SIMILAR

SS, SST

UNO

= GALVANIZED (HOT DIPPED)

NIC = NOT IN CONTRACT

DESIGNATION ELEVATIONDESCRIPTION

TABULATION OF BENCHMARKS

2009.55) (N.A.V.D.88

4.19

2009.55) (N.A.V.D.88

6.96

2009.55) (N.A.V.D.88

3.1

EASTING

NORTHING/

LONGITUDE

LATITUDE/

GPS FRESH

-92°18'20.20292 29°33'10.09606/

2971700 384180/

-92°18'18.87877 29°33'6.35544/

GATES, SET 0.5 FT DEEP.

OF THE SOUTHERN MOST OF 2 CHAIN LINK FENCES WITH

END OF THE LOCK AREA, 6 FT SE OF THE WEST GATE POST

BRASS CAP SET IN CONCRETE, LOCATED ON THE SOUTH

INCH PVC PIPE WITH AN ALUMINUM ACCESS COVER (LID MISSING).

RAP SEAWALL. THE MARK IS 0.2 FT BELOW GROUND LOCATED IN A 5

FT NORTHEAST OF A BAR-B-QUE GRILL, AND 13.1 FT WEST OF THE RIP

SOUTHERN 6 FT HIGH SECURITY FENCE FOR THE LOCK FACILITY, 45.9

STAINLESS STEEL ROD LOCATED 66.1 FT SOUTH OF THE THE

NEAR THE WATER'S EDGE. THE MARK IS A FLANGE ENCASED

LOCK FACILITY TO A WATER ACCESS AREA. THE MARK IS ON THE RIGHT

ON THE DIRT ROAD ALONG THE SOUTH SECURITY FENCE FOR THE

CURVE FOR ANOTHER 200 FT TO A DIRT ROAD TO THE LEFT. GO EAST

AND A CURVE TO THE RIGHT IN CR 3147, CONTINUE ON AROUND THE

FOR THE CORPS OF ENGINEERS FRESHWATER BAYOU LOCK FACILITY

TURN LEFT AND CONTINUE 8.2 MI ON CR 3147 TO THE ACCESS GATE

AND CONTINUE 1.8 MI SOUTHERLY ON CR 3147 TO AN INTERSECTION.

INTERSECTION OF CR 3147 (A GRAVEL ROAD) ON THE LEFT. VEER LEFT

KAPLAN, PROCEED 27.1 MI SOUTHERLY ON LA 35 TO THE FORK

REACH FROM THE INTERSECTION OF STATE HIGHWAYS LA 35 AND 14 IN

PARISH, APPROXIMATELY 31 MI SOUTH OF ABBEVILLE. TO

THE MARK IS LOCATED IN THE SOUTH CENTRAL PART OF VERMILION

(PRIMARY)

876 6072 A

876 6072 C

2971813.74 383801.17/

2971784.48 384030.94/

-92°18'19.23211 29°33'08.62756/

TO THE FACILITY CALL (337) 737-2470.

LOCK OPERATES BETWEEN 730AM AND 300PM. TO ARRANGE ACCESS

WEST OF THE CENTER OF THE DOLPHIN, FLUSH WITH SURFACE. THE

9.7 FEET EAST OF A 4 FT HIGH STROBE MARKER LIGHT, AND 3.5 FEET

EQUIPMENT BOX AND STAND, 11.2 FEET SOUTHEAST OF A WIND SOCK,

STATION IS 17.4 FEET) SOUTHWEST OF A NOAA TIDE GAUGE

THE STATION IS LOCATED NEAR THE CENTER OF THE DOLPHIN. THE

330 FEET TO THE SOUTHWEST DOLPHIN FOR THE LOCK AND THE MARK.

WOODEN WALKWAY FOR 100

FROM THE SOUTH GATE CONTROL HOUSE. PROCEED SOUTH ON A

LOCK GATE CONTROL HOUSE ON THE SOUTHWEST SIDE OF THE LOCK

PROCEED SOUTH TO THE SOUTH

PROCEED TO THE FACILITY OFFICE ON THE LEFT TO CHECK IN.

CALL BUTTON TO OBTAIN ACCESS. PASS THROUGH THE GATE AND

ENGINEERS LOCK FACILITY FOR THE FRESHWATER BAYOU CANAL. USE

LEFT AND CONTINUE 8.2 MI ON CR 3147 TO A GATE AND CORPS OF

CONTINUE 1.8 MI SOUTHERLY ON CR 3147 TO AN INTERSECTION. TURN

OF CR 3147 (A GRAVEL ROAD) ON THE LEFT. VEER LEFT AND

PROCEED 27.1 MI SOUTHERLY ON LA 35 TO THE FORK INTERSECTION

THE INTERSECTION OF STATE HIGHWAYS LA 35 AND 14 IN KAPLAN,

PARISH, APPROXIMATELY 31 MI SOUTH OF ABBEVILLE. TO REACH FROM

THE MARK IS LOCATED IN THE SOUTH CENTRAL PART OF VERMILION

ASSY = ASSEMBLY

CONN

= RADIUS

REQD, REQ

= THICK(NESS)THK

= THREADS

VER, VERT

= CONNECTION

SECTION H PARAGRAPH "PROJECT BENCHMARKS".

BENCHMARK VERIFICATION REQUIREMENTS ARE AS PER GENERAL PROVISIONS,

PERMANENT BENCHMARK USED FOR CONSTRUCTION.

BENCHMARK 876 6072 A IS THE PRIMARY BENCHMARK, AND SHALL BE THE ONLY

NOTES:

OTHERWISE

= UNLESS NOTED

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®of Engineers

US Army Corps

Sheet of Engineers

US Army Corps

NEW ORLEANS DISTRICT

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G-001

G-002

G-003

STRUCTURAL:

S-100

S-101

S-102

S-103

S-201

S-203

INDEX TO DRAWINGS

SECTOR GATE INTERCOSTALS AND SKIN PLATE DETAILS

SECTOR GATE FENDER SECTIONS & DETAILS

S-300

S-301

S-500 SECTOR GATE UPPER FRAME JOINT DETAILS

SECTOR GATE CENTER FRAME JOINT DETAILSS-501

SECTOR GATE LOWER FRAME JOINT DETAILSS-502

S-503 SECTOR GATE FRAME DETAILS

S-504

S-506

GENERAL NOTES FOR SECTOR GATE:

No.

PLATE

TITLE

COVER SHEET

GENERAL:

S-302

S-509

M-501

INDEX OF DRAWINGS, GENERAL NOTES

SECTOR GATE FRAME DETAILS

SECTOR GATE SEAL ASSEMBLY DETAILS AT CLOSURE

GENERAL STRUCTURAL NOTES

GEAR RACK SECTION AND DETAILS

MECHANICAL:

G-004

G-005

GATE TOLERANCES

SITE PLAN

S-700

S-701

S-702

S-703

S-704

CP101

CP201

CP103

CP102

CATHODIC PROTECTION:

SECTOR GATE UPPER FRAME PLAN

SECTOR GATE CENTER FRAME PLAN

S-104

SECTOR GATE RECESS TRUSS SECTION

SECTOR GATE CENTER TRUSS SECTION

SECTOR GATE CHANNEL TRUSS SECTION

SECTOR GATE FENDER DETAILSS-505

SECTOR GATE HINGE ASSEMBLY AND DETAILS

SECTOR GATE HINGE SECTIONS AND DETAILS

SECTOR GATE HINGE ANCHOR SECTIONS AND DETAILS

SECTOR GATE PINTLE ASSEMBLY AND DETAILS

SECTOR GATE PINTLE CASTING SECTION AND DETAILS

SECTOR GATE LOWER FRAME PLAN

SECTOR GATE WALKWAY PLAN, SECTIONS, & DETAILS

SECTOR GATE WALKWAYS SECTIONS & DETAILS

SECTOR GATE WALKWAY GUARDRAIL PLAN, ELEVATION, & DETAIL CONTRACT.

SUPPORTING AND SURROUNDING STRUCTURE SHALL BE PERFORMED UNDER A SEPARATE

9. INSTALLATION OF THE GATE LEAFS AS WELL AS ALL REHABILITATION WORK TO THE

8. GATE DIMENSIONS TO BE VERIFIED PRIOR TO PAINTING.

7. ELEVATIONS ARE IN FEET AND REFER TO NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.)

6. QUANTITIES SHOWN ARE FOR ONE (1) GATE LEAF UNLESS NOTED OTHERWISE.

BE THE OPPOSITE HAND OF THE GATE LEAVES DETAILED HERE UNLESS NOTED OTHERWISE.

PACKAGE DETAILS A SINGLE LEAF. MATCHING GATE LEAVES NOT DETAILED SHALL

5. ONE GATE COMPRISES ONE RIGHT LEAF AND ONE LEFT LEAF. THIS DRAWING

SHOWN ONLY WHERE DRAWING IS OBVIOUSLY OUT OF SCALE.

4. DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE SCALED. NTS IS

3. DIMENSIONS AND/OR ELEVATIONS MARKED THUS (NTS) ARE NOT SHOWN TO SCALE

ACCESS INFORMATION.

SHOP DRAWINGS SHALL REFLECT MEASURED DIMENSIONS. SEE SPECIFICATIONS FOR

CONTRACTOR SHALL VERIFY ACTUAL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION.

2. DIMENSIONS AND/OR ELEVATIONS MARKED THUS (+/-) ARE APPROXIMATE.

OF TWO LEAVES.

WORK FOR THIS CONTRACT COMPRISES ONE GATE (SOUTH GATE). EACH GATE CONSISTS

1. THE BASE WORK FOR THIS CONTRACT COMPRISES ONE GATE (NORTH GATE). THE OPTION

LOCATION & VICINITY MAPS, ABBREVIATIONS, SYMBOLS, BENCHMARKS

S-507 SECTOR GATE LIFTING LUG DETAILS

SITE.

TO THE CONTRACTING OFFICER FOLLOWING DELIVERY OF THE GATE TO THE PROJECT

4.6 ALL SLINGS AND HARDWARE NECESSARY TO LIFT EACH GATE LEAF SHALL BE PROVIDED

NOT EXCEED 1 / 32 INCH.

BE IN FULL BEARING WITHOUT GAP. FOR THE ALLOWED 25%, THE MAXIMUM GAP SHALL

WHERE MILL TO BEAR IS SPECIFIED, A MINIMUM OF 75% OF THE BEARING LENGTH SHALL 4.5

STRUCTURES.

FOR PAINTING, REFER TO SPECIFICATION SECTION C4 - PAINTING HYDRAULIC 4.4

NOT BE PRE-DRILLED.

STRAIGHT LENGTHS AND CORNERS SHALL BE PROVIDED SEPARATELY. SEALS SHALL

AND ALL FULLY VULCANIZED MOLDED SEAL CORNERS NECESSARY FOR INSTALLATION.

CONTRACTOR SHALL PROVIDE 110% OF STRAIGHT SEAL LENGTH FOR EACH GATE LEAF 4.3

STORAGE.

MARKED WITH STEEL ELEMENT BOLT HOLES PRIOR TO CRATING FOR DELIVERY AND

ALL SEAL SUPPORT PLATE AND SEAL CLAMPING BAR BOLT HOLES SHALL BE MATCH 4.2

PROJECT SITE. INSTALLATION OF THE SEALS IS NOT INCLUDED IN THIS CONTRACT.

ALL SEALS AND SEAL BOLT ASSEMBLIES AS SPECIFIED ARE TO BE DELIVERED TO THE 4.1

4. MISCELLANEOUS

ASTM B221 AND IN ACCORDANCE WITH SPECIFICATIONS SECTION C1.

ALL GRATING SHALL BE ALUMINUM ALLOY 6063-T6 MEETING ALL REQUIREMENTS OF 3.3

ACCEPTED.

CONNECTIONS USING WELDING, ADHESIVE, OR POP RIVET ATTACHMENT WILL NOT BE

PIPE BY MEANS OF AN INTERNAL/EXTERNAL REVERSE KNURL CUP POINT SET SCREW.

HANDRAIL FITTINGS SHALL BE SLIP ON TYPE WHICH FASTENS TO THE EXTERIOR OF THE 3.2

ALUMINUM ALLOY 6061-T6 MEETING REQUIREMENTS OF ASTM B209.

ALLOY 6061-T6 MEETING REQUIREMENTS OF ASTM B221. ALL HANDRAIL PLATES SHALL BE

ALL HANDRAIL ASSEMBLY SHAPES, BARS, AND HANDRAIL JOINTS SHALL BE ALUMINUM 3.1

3. ALUMINUM

OTHERWISE NOTED.

ALL WELD ACCESS HOLES SHALL HAVE A MIN. RADIUS OF 1.5 INCHES UNLESS 2.21

THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO FABRICATION.

SPECIFICATIONS. LOCATIONS OF SPLICES AND JOINT DETAILS MUST BE SUBMITTED TO

GROOVE WELDS GROUND FLUSH AND MUST BE 100% UT, RT, & MT TESTED AS PER THE

THE CONTRACTING OFFICER. ALL SPLICES MUST BE COMPLETE JOINT PENETRATION

NO SPLICES IN PLATES SHALL BE PERMITTED UNLESS SUBMITTED AND APPROVED BY 2.20

ROUGH AREAS.

GRIND ALL GROOVE WELDS FLUSH SUCH THAT THERE ARE NO BURRS, OFFSETS OR 2.19

ALL SHARP EDGES SHALL BE GROUND TO A 1/16" RADIUS MIN. UNO. 2.18

APPLICABLE TO MATERIAL TYPE AND THICKNESS.

ALL FILLET WELDS TO BE 1/4" MIN EXCEPT AS SPECIFIED IN AWS D1.1 OR D1.5 AS 2.17

WELDS PER AWS D1.5.

ALL CJP GROOVE WELDS IN T AND CORNER JOINTS SHALL HAVE REINFORCING FILLET 2.16

ALL WELDS SHALL BE CJP GROOVE WELDS UNLESS NOTED OTHERWISE.2.15

BE SEAL WELDED PER AWS MINIMUM WELD SIZE.

EVERY ACCESSIBLE JOINT NOT HAVING A DESIGNATED TYPE AND SIZE OF WELD SHALL

ALL FILLET WELDS SHALL BE CONTINUOUS AND WRAPPED UNLESS OTHERWISE NOTED. 2.14

AUTHORIZED BY THE CONTRACTING OFFICER.

FIELD WELDING WILL NOT BE PERMITTED UNLESS SHOWN ON THE DRAWINGS OR 2.13

SPECIFICATION C3 AS APPLICABLE.

WELDING OF PIPE OR CASTINGS SHALL CONFORM TO AWS CODE D1.1/D1.1M AND TO 2.12

OFFICER AND ENGINEER.

WILL NOT BE PERMITTED EXCEPT BY WRITTEN PERMISSION FROM THE CONTRACTING

SPECIFICATION C2 AS APPLICABLE. WELDING THAT IS NOT SHOWN ON THE DRAWINGS

WELDING OF A709 STEEL SHALL CONFORM TO AWS CODE D1.5M/D1.5 AND TO 2.11

PRIOR TO PAINT APPLICATION UNLESS NOTED OTHERWISE.

ALL BOLT HOLES IN STRUCTURAL STEEL ELEMENTS SHALL BE DRILLED 2.10

RECOMMENDATIONS.

CHARACTERISTICS APPLIED AS RECOMMENDED BY THE MANUFACTURERS WRITTEN

GRADE ANTI-SEIZE OR OTHER APPROVED EQUAL WITH SIMILAR SALIENT

COMPOUND SUCH AS BOSTIK MARINERS CHOICE ANTI-SEIZE OR SAF-T-EZE MARINE

STAINLESS STEEL FASTENERS MUST BE INSTALLED USING A MARINE GRADE ANTI-SEIZING 2.9

GRADE 1, CLASS B (ALLOY 316).

c. PLAIN WASHERS - FED. SPEC. FF-W-92B, TYPE A

b. NUTS - ASTM F467, NI-CU, ALLOY NUMBER 400.

STAINLESS STEEL.

a. BOLTS - ASTM F593, GROUP 1, COLD WORKED

UNLESS NOTED OTHERWISE:

BE OF THE MATERIAL, GRADE, TYPE, CLASS, STYLE, AND FINISH INDICATED BELOW

ALL BOLTS, NUTS, AND WASHERS USED FOR STRUCTURAL STEEL CONNECTIONS SHALL 2.8

GALVANIZING OF STEEL WILL CONFORM TO ASTM A123, UNLESS OTHERWISE NOTED.2.7

TYPE 316 UNO.

STAINLESS STEEL PLATES SHOWN ON THE DRAWINGS SHALL CONFORM TO ASTM A240,

ASTM 276 TYPE 316 UNLESS NOTED OTHERWISE (UNO).

STAINLESS STEEL SHAPES AND BARS SHOWN ON THE DRAWINGS SHALL CONFORM TO 2.6

STRUCTURAL STEEL TUBING WILL CONFORM TO ASTM A500, GRADE B.2.5

STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A53, GRADE B.2.4

FABRICATION OF CURVED GIRDERS.

REFER TO SPECIFICATIONS SECTION C1 FOR CAMBERED MEMBER REQUIREMENTS FOR 2.3

ALLOW WRAP AROUND WELDS . MILL TO BEAR (SEE NOTE 4.5).

SHALL BE CUT TO EXACTLY MATCH BEAM SECTION AND INCLUDE 5/16" HOLD-BACKS TO

ALL WEB STIFFENERS SHALL BE 5/8" UNLESS OTHERWISE NOTED. WEB STIFFENERS 2.2

SECTION C1.

TOUGHNESS REQUIREMENTS SHALL BE MET IN ACCORDANCE WITH SPECIFICATION

ALL STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A709 GRADE 50. 2.1

2. STRUCTURAL STEEL

THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS.1.2

FRESHWATER BAYOU LOCK FACILITY REPLACEMENT SECTOR GATE LEAVES.

THESE GENERAL STRUCTURAL NOTES COVER STRUCTURAL FEATURES OF THE 1.1

SCOPE1.

S-508 MISCELLANEOUS SECTOR GATE DETAILS

NORTH GATE CATHODIC PROTECTION WIRING & CONDUIT OVERALL LAYOUT

WEST LEAF CONDUIT SUPPORT CHANNEL LAYOUT

GATE ANODE ASSEMBLY LAYOUTS

WEST LEAF SKIN ANODE AND CABLING PROTECTION LAYOUTS

EAST LEAF SKIN ANODE AND CABLING PROTECTION LAYOUTS

NORTH GATE CATHODIC PROTECTION WIRING & CONDUIT LAYOUT

INDEX TO DRAWINGS

No.

PLATE

TITLE

REFERENCE:

LOCATION PLAN AND INDEX TO DRAWINGS

GENERAL PLAN

COMPLETED PLAN

GATE BAY BASE SLAB - MASONRY PLAN

GATE BAY WALL - MASONRY AND WALL REINFORCEMENT PLAN AT EL. -15.5

HINGE ANCHOR - ASSEMBLY AND DETAILS

GATE BAY WALL - ELEVATIONS AND SECTIONS

GATE BAY WALL - ELEVATIONS

PINTLE SUPPORT - ASSEMBLY AND DETAILS

MISCELLANEOU METAL - MACHINERY RECESS

MISCELLANEOUS METALH-4-23341/28

H-4-23341/26

H-4-23341/23

H-4-23341/22

H-4-23341/18

H-4-23341/17

H-4-23341/16

H-4-23341/15

H-4-23341/13

H-4-23341/9

H-4-23341/4

H-4-23341/2

H-4-23341/1

GATE BAY WALL - MASONRY AND WALL REINFORCEMENT PLAN AT EL. +9.0H-4-23341/14

CP202

CP205

CP204

CP203 EAST LEAF CONDUIT SUPPORT CHANNEL LAYOUT

NORTH GATE CONDUIT SUPPORT CHANNEL DETAILS

CP206

BRACKETS AND MOUNTING ASSEMBLY DETAILS

CP503

CP502

SKIN ANODE AND REFERENCE CELL CABLING PROTECTION DETAILS

NORTH GATE CONDUIT SUPPORT CHANNEL DETAILS

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps a u t o t im e

Sheet of Engineers

US Army Corps

NEW ORLEANS DISTRICT

N E

W O

R L E

A N

S L

O U

N A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

H -0

-4

F R

E S

H W

A T

E R B

A Y

O U L

F R

E S

H W

A T

E R B

A Y

O U L

O C

K S

T R

U C

T U

R E

V E

R M

N P

A R

H L

O U

N A

R E

P L

A C

E M

E N

T S

E C

T O

R G

A T

E F

A B

A T

N S

B D

D a v id P L o v e tt J r.

P .E

D P

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

A N

S I

X X

X X :1

M M /D

D /Y

Y Y

W P

-X

W P

-X

M A

L E

G E

F A

C E O

F S

C L H

G E

F A

C E O

S K

90°

+0, -1/16"

90°

+0,-1/16"

+0 1/

+0, -1/16"

U .S

A R

M Y C

O R

P S O

F E

N G

E E

G-004

G -0

.d g n

T E T

O L E

R A

N C

E S

TRUSS ELEVATION

GATE PLAN

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

CONTROL DIMENSIONS

SKIN PLATE ELEVATION

FACE OF SKIN PL HEIGHT - RECESS SIDE

FACE OF SKIN PL HEIGHT - CHANNEL SIDE

FACE OF SKIN PL ARC LENGTH - BOTTOM

FACE OF SKIN PL ARC LENGTH - TOP

RECESS SIDE TRUSS HEIGHT - AT SKIN PL - TOP OF T/CHORD TO BOTTOM OF B/CHORD

RECESS SIDE TRUSS SAG - BOTTOM OF B/CHORD

RECESS SIDE HINGE TO FACE OF SKIN PL - BOTTOM

RECESS SIDE HINGE TO FACE OF SKIN PL - TOP

TRUSS HEIGHT AT HINGE - TOP OF T/CHORD TO BOTTOM OF B/CHORD

CHANNEL SIDE TRUSS HEIGHT - AT SKIN PL - TOP OF T/CHORD TO BOTTOM OF B/CHORD

CHANNEL SIDE TRUSS SAG - BOTTOM OF B/CHORD

CHANNEL SIDE HINGE TO FACE OF SKIN PL - BOTTOM

CHANNEL SIDE HINGE TO FACE OF SKIN PL - TOP

STEEL SURFACE TEMPERATURE AT TIME OF MEASUREMENT

AMBIENT TEMPERATURE AT TIME OF MEASUREMENT

EAST LEAF WEST LEAF

3. A GOVERNMENT REPRESENTATIVE SHALL BE ON SITE TO WITNESS THE MEASUREMENTS BEING TAKEN.

2. MEASUREMENTS SHALL BE SUBMITTED TO GOVERNMENT FOR REVIEW AND APPROVAL BEFORE PROCEEDING.

D. POST DELIVERY

C. POST PAINTING / PRIOR TO DELIVERY

B. POST FABRICATION / PRIOR TO PAINTING

A. PRE FABRICATION - EXISTING GATES / PRIOR TO SHOP DRAWING PREP

SEPARATE MILESTONES:FOUR1. CONTROL DIMENSIONS TO BE RECORDED AT

NOTES:

FABRICATION AND FIT-UP TOLERANCE

LEGEND:

ASSUMED GATE GEOMETRY

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps

Sheet of Engineers

US Army Corps

NEW ORLEANS DISTRICT

N E

W O

R L E

A N

S L

O U

N A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

A N

S I

X X

X X :1

M M /D

D /Y

Y Y

W P

-X

W P

-X

H -0

-4

F R

E S

H W

A T

E R B

A Y

O U L

F R

E S

H W

A T

E R B

A Y

O U L

O C

K S

T R

U C

T U

R E

V E

R M

N P

A R

H L

O U

N A

R E

P L

A C

E M

E N

T S

E C

T O

R G

A T

E F

A B

A T

N L E

D a v id P L o v e tt J r.

P .E

D P

L E

C M

A Y

LOCK CENTERLINEGULF OF MEXICO

160'0 80'

SCALE:1"=80'

200'

P P

R O

75'

APPROX.

E D

G E O

F D

O L P

HWY 3147 (FRESHWATER CITY RD.)

(WEST)

NORTH SECTOR GATE

FRESHWATER BAYOU LOCK

(EAST)

NORTH SECTOR GATE

FRESHWATER BAYOU LOCK

SCALE: 1" = 80'-0"

SITE PLAN

LOCATION

GATE DELIVERY

(WEST)

SOUTH SECTOR GATE

FRESHWATER BAYOU LOCK

(EAST)

SOUTH SECTOR GATE

FRESHWATER BAYOU LOCK

X 1691244.78

Y 324079.65

X 1691131.23

Y 323435.98

150'

STAGING AREA

CONTRACTOR

G-005

E P

L A

G -0

C T

O R G

A T

S-100

H S -1 d g n

NOTE

U P

P E

R F

R A

M E P

L A

WEIGHT OF THE FABRICATED GATE.

IS APPROXIMATE AND THE CONTRACTOR SHALL VERIFY THE

WEIGHT OF THE FENDER RACK AND WALKWAY. THIS WEIGHT

THE GATE WEIGHT AND CENTROID LOCATION INCLUDES THE

S-500

W x

W10x45

W x

S-503

W x

W x4

W10x45W10x45

S-500

W 10x45

S-503

W x4

S-503

S-500

W10x45

S-500

PLAN - UPPER HORIZONTAL FRAME

W x4

W x

W x4

W x

W10x4

W x

" TO OUTSIDE FACE OF SKIN PL8

746'-9

RECESS SIDE

C H

A N

N E

L S

S-101

S-509)

DWGS. S-201 AND

SEAL STOP (SEE

15'-0"15'-0""4 115'-3

23'-0"

SEE NOTE 1

GATE WEIGHT = 163,500 LBS.

COG

WT9x23

W8x40

W10x77

W10x45

FCM

T Y P

GIRDER WEB, TYP. 18 LOCATIONS

W18x86

SCALE: 3/8" = 1'-0"

" SKIN PLATE8

(FCM)

3"X1'-3" LIFTING LUG, TYPE 2

(FCM)

3"X1'-3" LIFTING LUG, TYPE 2

TYPE 1 (FCM)

3"X1'-3" LIFTING LUG,

W18x106 BEYOND

SHEET S-508)

LADDER (SEE

W x

S-300

FRAME (SEE S-104)

JUNCTION BOX

10'-6

IN GIRDER WEB (1 LOCATION)

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps a u t o t im e

Sheet of Engineers

US Army Corps

NEW ORLEANS DISTRICT

N E

W O

R L E

A N

S L

O U

N A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

H -0

-4

F R

E S

H W

A T

E R B

A Y

O U L

F R

E S

H W

A T

E R B

A Y

O U L

O C

K S

T R

U C

T U

R E

V E

R M

N P

A R

H L

O U

N A

R E

P L

A C

E M

E N

T S

E C

T O

R G

A T

E F

A B

A T

D a v id P L o v e tt J r.

P .E

D P

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

A N

S I

X X

X X :1

M M /D

D /Y

Y Y

W P

-X

W P

-X

M A

C T

O R G

A T

E S

S-101

C E

N T

E R F

R A

M E

P L

A N

H S -1

.d g n

D .J .S

W18x106

TO CURVED W18x86

TYPICAL VERTICAL W18x106

SCALE : 1" = 1'-0"

W18x86

CURVED

1/4

" STIFFENER, T&B8

" TYP2

1R 1

HORIZONTAL TRUSS MEMBER

CJP

5 T Y

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps a u t o t im e

Sheet of Engineers

US Army Corps

NEW ORLEANS DISTRICT

N E

W O

R L E

A N

S L

O U

N A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

H -0

-4

F R

E S

H W

A T

E R B

A Y

O U L

F R

E S

H W

A T

E R B

A Y

O U L

O C

K S

T R

U C

T U

R E

V E

R M

N P

A R

H L

O U

N A

R E

P L

A C

E M

E N

T S

E C

T O

R G

A T

E F

A B

A T

D a v id P L o v e tt J r.

P .E

D P

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

A N

S I

X X

X X :1

M M /D

D /Y

Y Y

W P

-X

W P

-X

M A

L E

INTERSECTIONS

COPE WEB AT WELD

5/8" STIFFENER PL

SECTION B

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

S-100, S-101

S-102

TYPICAL HORIZONTAL TRUSS

CONNECTION DETAIL

W8x40

(VARIES BY FRAME)

W MEMBER

(VARIES BY FRAME)

W MEMBER

W MEMBER WEB

OF W MEMBER

COPE WEB

WITH TOP OF W MEMBER

ALIGN TOP OF GUSSET P

WITH BOTTOM OF W MEMBER

ALIGN BOTTOM OF GUSSET P

3" TYP

CJP GUSSET PL

W MEMBER FLANGE

CJP W MEMBER

FLANGE TO GUSSET PL

CJP W MEMBER FLANGE

TO GUSSET PL

CJP W MEMBER WEB TO

W MEMBER FLANGE

CJP W MEMBER WEB TO

W MEMBER FLANGE

CJP GUSSET PL

W MEMBER FLANGE

" 16

WEB STIFFENER NOTES:

ALL WEB STIFFENERS WILL BE CUT TO EXACTLY

MATCH BEAM SECTION AND INCLUDE 516"

HOLD-BACKS TO ALLOW WRAP AROUND

WELDS. MILL TO BEAR. SEE MISC. NOTES ON

SHT. G-003

GUSSET PL (TYP. T&B)

CJP W MEMBER WEB

TO GUSSET PL

S-501

S-503

S-501

S-503

S-501

S-503

S-501

W x

W8x40

W x4

W x

W 8x

W x

W 8x40

W 8x

W x

W8x40

W 8x

W x

PLAN - CENTER HORIZONTAL FRAME

W8x40

RECESS SIDE

C H

A N

N E

L S

S-101

W18x86

W18x106

WT9x23

W18x106

W8x40

W8x40W8x40

T Y P

" SKIN PLATE8

W8x40

W10x77

W8x40

" TO OUTSIDE FACE OF SKIN PL8

746'-9

"4 115'-3 15'-0" 15'-0"

SCALE: 3/8" = 1'-0"

AND S-509)

DWGS. S-201

SEAL STOP (SEE

W18x106

SHEET S-508)

LADDER (SEE

S-301

LOCATIONS

IN GIRDER WEB, TYP. 20

C T

O R G

A T

E S

S-102

L O

W E

R F

R A

M E

P L

A N

H S -1

.d g n

D .J .S

PLAN - LOWER HORIZONTAL FRAME

W x

RECESS SIDE

C H

A N

N E

L S

S-502

W 8x

W x

W8x40

W x

S-502

W x

W 8x40

W x

W8x40

W x4

W 8x

W x

W8x40 W8x40

S-502

S-504

W 8x

S-504

S-502

S-504

S-502

S-101

" SKIN PLATE8

AND S-509)

DWGS. S-201

SEAL STOP (SEE

W18x106 W8x40 W8x40

W8x40

W10x77

GIRDER WEB, TYP. 20 LOCATIONS

W18x106

WT9x23

T Y P

W18x86

W18x106

" TO OUTSIDE FACE OF SKIN PL8

746'-9

DETAIL THIS SHEET)

BUILT-UP BEAM (SEE

15'-0"15'-0""4 115'-3

SCALE: 3/8" = 1'-0"

SHEET S-508)

LADDER (SEE

S-302

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps a u t o t im e

Sheet of Engineers

US Army Corps

NEW ORLEANS DISTRICT

N E

W O

R L E

A N

S L

O U

N A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

H -0

-4

F R

E S

H W

A T

E R B

A Y

O U L

F R

E S

H W

A T

E R B

A Y

O U L

O C

K S

T R

U C

T U

R E

V E

R M

N P

A R

H L

O U

N A

R E

P L

A C

E M

E N

T S

E C

T O

R G

A T

E F

A B

A T

D a v id P L o v e tt J r.

P .E

D P

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

A N

S I

X X

X X :1

M M /D

D /Y

Y Y

W P

-X

W P

-X

M A

L E

BUILT-UP BEAM DETAIL

TYP

" = 1'-0"2

1SCALE: 1

10"

" X 10" FLANGE (T&B)8

" WEB8

1" X 72

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps

Sheet of Engineers

US Army Corps

NEW ORLEANS DISTRICT

N E

W O

R L E

A N

S L

O U

N A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

H -0

-4

F R

E S

H W

A T

E R B

A Y

O U L

F R

E S

H W

A T

E R B

A Y

O U L

O C

K S

T R

U C

T U

R E

V E

R M

N P

A R

H L

O U

N A

R E

P L

A C

E M

E N

T S

E C

T O

R G

A T

E F

A B

A T

N S

B D

D a v id P L o v e tt J r.

P .E

D P

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

A N

S I

X X

X X :1

M M /D

D /Y

Y Y

L E

C J

U L

W P

LADDER

L5x5x1/2

L5x5x1/2 L5x5x1/2

L x x /2

L5x5x1/2

L x5 x1 /2

L x x /2

L5x 5x1 /2

RECESS SIDE

C H

A N

N E

L S

L x x /2

L5x5x1/2

L x x /2

L5x5x1/2

L x x /2

L5 x5x

1/2

S-506

S P

A N

SPAN

S P

A N

L5x 5x1 /2

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

L x x /2

(BELOW)

W10x45

(TYP.)

ALUMINUM GRTG.

1 1/2" x 3/16" SERR.

(BELOW)

SECTOR GATE

5'-6" 4'-9" 4'-9" 4'-9" 4'-9" "16 57'-10

(B E

L O

W x

L O

W x

W.P.

'-1

'-9

'-6

'-9

'-3

W x4 (T

Y P

5'-0

3'-5

L5x 5x1 /2

46'-9

41'-9

'-9

4' -9

3' -8

3'- 8"

5'-0"

"2 13'-5

'-0

3'-0" "2 13'-11 3'-9" 3'-9"

SECTOR GATE WALKWAY PLAN @ T.O.S 8.88

DWG.)

(SEE DETAIL 2 THIS

L5x5 (BELOW) (TYP.)

Y P

L5x5x1/2

HAND

IS OPPOSITE

L5x5x1/2

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

DETAIL 4

SECTION

REMOVABLE WALKWAY

(THIS SHT.)

SPLICE DETAIL

SEE BOLTED

DETAIL (THIS SHT.)

SEE BOLTED SPLICE

DETAIL (THIS SHT.)

SEE BOLTED SPLICE

DETAIL (THIS SHT.)

SEE BOLTED SPLICE

DETAIL 3 THIS DWG.)

L5x5 (BELOW) (TYP.) (SEE

L x x /2

L5x5x1/2

L x x /2

W.P.

WALKWAY

SECTION OF

REMOVABLE

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

DETAIL 1

"8 55'-6

"16 31'-5

'-1"

'-1

DWG.)

(SEE DETAIL 3 THIS

L5x5 (BELOW) (TYP.)

DETAIL (THIS SHT.)

SEE BOLTED SPLICE

(THIS SHT.)

SPLICE DETAIL

SEE BOLTED

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

L5x5

C L S

P L

E (N.S & F.S.)

(2) PL 1/2"x4"x8"

BOLTED SPLICE DETAIL

3) ON GAGE

F3125, GR. A325, TYPE

FOR 3/4" BOLTS (ASTM

(2) 13/16" DIA. HOLES

(T Y

T.O.S. EL. 8.88

L5x5x1/2

L5x5

W10

L5x5

L5x5x1/2

W10

T.O.S. EL. 8.88

1/41/4

1/4

CJP

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

DETAIL 2

TYP.

1/4

UPPER HINGE PL

L5x5

L5x5x1/2T.O.S. EL. 8.8

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

DETAIL 3

TYP.

1/4

TYPE 3) ON GAGE

F3125, GR. A325,

BOLTS (ASTM

FOR 7/8" DIA.

15/16" DIA. HOLES

C L

L5x5

TYP.

1/4

(T Y

3 SIDES TYP.

1'-7"3'-5"

5'-0"

STIFF. PL 3/8

L5x5x1/2 (TYP.)

T.O.S. EL. 7.92

T.O.S. EL. 8.88

L5x5 (TYP.)

W10

TYP. @ W10 FLGS.

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

SECTION A

1/4

NOT SHOWN FOR CLARITY

NOTE: GRATING AND GUARDRAIL

TYP.

1/4

TYP. CJP

(TYP.)

C8x11.5 CURB

C L W

TYP.

L5x5

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

SECTION B

5'-0"

"2 13'-5"2

11'-6

TYP. CJP

L5x5 (TYP.)

3/8" SKIN PLATE

W18

L5x5x1/2

1/4

T.O.S. EL. 8.88

SHOWN FOR CLARITY

GUARDRAIL NOT

NOTE: GRATING AND

WT9X23

GIRDER C/L EL. 7.5

T.O.S. EL. 8'-10 1/2"

C L W

L5x5

T.O.S. EL. 7'-11"

TYP.

3 SIDES TYP.

TYP. CJP

L5x5 (TYP.)

STIFF. PL 3/8

W10

5'-0"

4'-3"

TYP. @ W10 FLGS.

1/4

CJP

L5x5

1/4

(TYP.)

L5x5x1/2

(T Y

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

SECTION C

FOR CLARITY

GUARDRAIL NOT SHOWN

NOTE: GRATING AND

S-103

S E

C T

N S

E T

S S

E C

T O

R G

A T

E W

A L

K W

A Y P

L A

(5 F

SCALE: 3/8" = 1'-0"

LADDER

SAFETY CHAIN

REMOVABLE

POST (TYP.)

GUARDRAIL

"16 52'-1

6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"2'-11"

R E

M O

V E

A B L E

S A F E T

Y C

H A

'-0

'-8

"16 55 "2

REMOVABLE SAFETY

P A

C E S A

R E

M O

V A

B L E

S A

F E

T Y C

H A

SECTOR GATE WALKWAY GUARDRAIL LAYOUT

'-0

6'-0" 6'-0"6'-0"

5'-0" 1'-9"2'-0"2'-3" 6'-0"

3'- 9"

P A

C E S A

FRAME

JUNCTION BOX

CHAIN (5 FT. MIN.)

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps a u t o t im e

Sheet of Engineers

US Army Corps

NEW ORLEANS DISTRICT

N E

W O

R L E

A N

S L

O U

N A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

H -0

-4

F R

E S

H W

A T

E R B

A Y

O U L

F R

E S

H W

A T

E R B

A Y

O U L

O C

K S

T R

U C

T U

R E

V E

R M

N P

A R

H L

O U

N A

R E

P L

A C

E M

E N

T S

E C

T O

R G

A T

E F

A B

A T

N S

B D

D a v id P L o v e tt J r.

P .E

D P

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

A N

S I

X X

X X :1

M M /D

D /Y

Y Y

W P

-X

W P

-X

M A

L E

3'-7 1/2 "

3'-11 1/2 "

JUNCTION BOX FRAME

" = 1'-0"4

3SCALE:

TYP

PL TO HSS

3 SIDES

TO HSS

TYP CJP HSS

TYP

HSS 5"X5"X1/2"

PL 3/8"X24"X43 1/2"

ELEMENT

HORIZ TRUSS

EACH FACE

5/8" STIFFENERS TYP,

GUARDRAIL ELEVATION (TYP.)

L5x5

STIFF PL. 3/8 (TYP.)

VARIES

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

TOP OF GRATING

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

NOTE 1

WALKING SURFACE), SEE

" ABOVE 4

1PLATE (SET

3/8"x4" ALUMINUM KICK

DETAIL

L5x5

1/4

STIFF PL. 3/8 (TYP.)

1/8" NEOPRENE PAD

40 PIPE SLEEVE

2 1/2" DIA. STEEL SCH.

80 PIPE (TYP.)

2" DIA. ALUMINUM SCH.

EQUAL

7 CROSS OR APPROVED

HOLLAENDER SPEED RAIL NO.

NUT W/ PTFE SPACER

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

HOLE IN PIPE SLEEVE

CUT "V" NOTCH DRAIN

SCALE: 1" = 1'-0"

APPROVED EQUAL

BOARD HOLLAENDER OR

3/8"x4" ALUMINUM TOE

TEE OR APPROVED EQUAL

HOLLAENDER SPEED RAIL NO. 5

FOR EXPANSION AND CONTRACTION BETWEEN POSTS.

POSTS USING A NONWELDED CONNECTION THAT ALLOWS

1. TOE BOARD SHALL BE FASTENED TO THE GUARDRAIL

NOTES:

APPROVED EQUAL

HOLLAENDER OR

TOE BOARD BRACKET

S-104

P L

A N E

L E

V A

E T

S E

C T

O R G

A T

E W

A L

K W

A Y G

U A

R D

S-201

.J .S

S E

C T

O R G

A T

E I

N T

E R

C O

S T

A L S A

N D

S K

L A

T E D

E T

S H

S -2

.d g n

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps a u t o t im e

Sheet of Engineers

US Army Corps

NEW ORLEANS DISTRICT

N E

W O

R L E

A N

S L

O U

N A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

H -0

-4

F R

E S

H W

A T

E R B

A Y

O U L

F R

E S

H W

A T

E R B

A Y

O U L

O C

K S

T R

U C

T U

R E

V E

R M

N P

A R

H L

O U

N A

R E

P L

A C

E M

E N

T S

E C

T O

R G

A T

E F

A B

A T

N S

B D

D a v id P L o v e tt J r.

P .E

D P

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

A N

S I

X X

X X :1

M M /D

D /Y

Y Y

W P

-X

W P

-X

M A

L E

SECTION

" = 1'-0"8

3SCALE: A

W x

W 10x45

W x4

W x

W10x77

SEE DWG S-509

SEAL STOP

"32 1557'-2

"32

28'-7

28'-

WT9X23

SEAL STOP

C H

A N

N E

L T

R U

S S S

R E

C E

S S T

R U

S S S

R E

C E

S S S

SECTION

" = 1'-0"2

1SCALE: 1 C

DETAIL

" = 1'-0"2

1SCALE: 1 2

ELEVATION - DEVELOPED SKIN PLATE

" = 1'-0"8

3SCALE:

F P

L A

T E

L "x

SECTION

" = 1'-0"8

3SCALE: B

R E

C E S S S

C H

A N

N E L S

Ø B

O L T S F

O R S

E A

L P

L A

T E

L O

T T

E D H

O L E

A T

O .C

" Ø BOLTS FOR SEAL PLATE8

5(92)

" SKIN PLATE8

S-508

L A

T E

W8x40

W10x45

EL. 9.0

W x

W T x

T Y

W8x40

Ø B

O L T S F

O R S

E A

L S

T O

L O

T T

E D H

O L E

A T

O .C

W x

EL. -16.0

S-509

FLANGE

W18x86

C RECESS TRUSSL

SILL EL. -16.0

W18x86

" STIFF PL AT 18" O.C.2

" PL8

5" x 2

" PL8

57" x

" SKIN PL8

" ARC LENGTH ALONG OUTSIDE OF SKIN PL32

1557'-2

" TYP16

AT 12" O.C.

" STIFF PL. 2

O .C

S T

F P

A T

W T x W /2

"x 3" SLOTTED HOLES. SEE DETAIL 1 ON S-508 FOR SPACING16 11(92)

W x B

E Y

O N

D W x

Y O

N D

W x

Y O

N D

CJP

SPLICE (SEE NOTES 4 AND 5)

5. GRIND WELD FLUSH.

LOCATION TO BE SUBMITTED BY CONTRACTOR FOR APPROVAL.

4. SKIN PLATE SPLICE TO BE LOCATED A MINIMUM OF 8" FROM INTERCOSTAL.

3. FENDER AND WALKWAY NOT SHOWN FOR CLARITY.

OTHER SEAL DETAILS NOT SHOWN.

2. SEE SHEET S-509 FOR BOTTOM SEAL, VERTICAL SEAL, SEAL ANGLE AND

1. SEE SHEET M-501 FOR RACK ASSEMBLY NOT SHOWN.

NOTES:

S-203

C T

O R G

A T

E F

E N

D E

S E

C T

N S A

N D D

E T

D .J .S

H S -2

.d g n

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps a u t o t im e

Sheet of Engineers

US Army Corps

NEW ORLEANS DISTRICT

N E

W O

R L E

A N

S L

O U

N A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

H -0

-4

F R

E S

H W

A T

E R B

A Y

O U L

F R

E S

H W

A T

E R B

A Y

O U L

O C

K S

T R

U C

T U

R E

V E

R M

N P

A R

H L

O U

N A

R E

P L

A C

E M

E N

T S

E C

T O

R G

A T

E F

A B

A T

N S

B D

D a v id P L o v e tt J r.

P .E

D P

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

A N

S I

X X

X X :1

M M /D

D /Y

Y Y

W P

-X

W P

-X

M A

L E

ELEVATION - CHANNEL SIDE FENDER

" = 1'-0"8

3SCALE:

" = 1'-0"8

3SCALE:

SECTION

" = 1'-0"8

3SCALE:

SECTION

" = 1'-0"8

3SCALE:

SECTION

"8 345'-2"4

W8x40

W10x77

W10x45

W8x40

8"x12" PLASTIC COMPOSITE MARINE TIMBER

W10x77 W14x109

W10x45

"8 345'-2"4

"8 344'-0

"8 11'-9

W8x40

8 SPACES @ 5'-2" = 41'-4"

W8x40 W8x40

W10x77

W8x40

8"x12" PLASTIC COMPOSITE MARINE TIMBER

W10x77 W14x109

8 SPACES @ 5'-2" = 41'-4"

EL. -14.5

SILL EL. -16.0

S-505

EL. 9.0

S-505

S-503

MARINE TIMBER

COMPOSITE

8"x12" PLASTIC

S-505

EL. 9.0

EL. 7.5

EL. -3.5

S-505

W10x77

W8x40

W x

W14x109

W x

EL. -3.5

EL. 5.71

2'-0"

CJP

TYP.

MARINE TIMBER

COMPOSITE

8"x12" PLASTIC

W14x109

S-505

TOP

W10x77

ELEVATION

W10x77

MARINE TIMBER

COMPOSITE

8"x12" PLASTIC

DETAIL

TIMBER

MARINE

COMPOSITE

8"x12" PLASTIC

MARINE TIMBER

COMPOSITE

8"x12" PLASTIC

" = 1'-0"4

3SCALE:

DETAIL

" = 1'-0"4

3SCALE:

TOP

ELEVATION

TIMBER

MARINE

COMPOSITE

8"x12" PLASTIC

1'-0" 1'-0"

W10x77

" DEEP (TYP)2

" DIA x 8

5CBORE 1

" DEEP (TYP)2

" DIA x 8

5CBORE 1

NYLON INSERT LOCK NUT

WASHER AND BRONZE

BOLTS (SST) W. FLAT

NUT (TYP.)

NYLON INSERT LOCK

WASHER AND BRONZE

BOLTS (SST) W. FLAT

NYLON INSERT LOCK NUT (TYP.)

WASHER AND BRONZE

BOLTS (SST) W/ FLAT

NYLON INSERT LOCK NUT (TYP.)

WASHER AND BRONZE

BOLTS (SST) W/ FLAT

S-300

.J .S

H S -3

.d g n

S E

C T

O R G

A T

E R

E C

E S

T R

U S

S S

E C

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps a u t o t im e

Sheet of Engineers

US Army Corps

NEW ORLEANS DISTRICT

N E

W O

R L E

A N

S L

O U

N A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

H -0

-4

F R

E S

H W

A T

E R B

A Y

O U L

F R

E S

H W

A T

E R B

A Y

O U L

O C

K S

T R

U C

T U

R E

V E

R M

N P

A R

H L

O U

N A

R E

P L

A C

E M

E N

T S

E C

T O

R G

A T

E F

A B

A T

D a v id P L o v e tt J r.

P .E

D P

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

A N

S I

X X

X X :1

M M /D

D /Y

Y Y

W P

-X

W P

-X

M A

L E

SECTION

RECESS TRUSS

S-500

S-100

EL. 9.0

EL. -3.5

W10x45

EL. 7.5

EL. 9.0

W10x45W10x45

EL. -16.0

W 8x40

W 8x

40W 8x

W 8x40

W x

EL. -14.5

W8x40W8x40 BUILT-UP BEAM W x 0 W

8x40

W 8x

W x

GRATING

WALKWAY

GRATING

WALKWAY

" WALL)2

1PIPE (

12" XS STEEL

W8x40 W8x40

"4 115'-3 15'-0" 15'-0"

" = 1'-0"8

3SCALE:

S-501

S-502 S-502

S-502

S-501

S-504

S-502

S-301

.J .S

H S -3

.d g n

S E

C T

O R G

A T

E C

E N

T E

T R

U S

S S

E C

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps a u t o t im e

Sheet of Engineers

US Army Corps

NEW ORLEANS DISTRICT

N E

W O

R L E

A N

S L

O U

N A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

H -0

-4

F R

E S

H W

A T

E R B

A Y

O U L

F R

E S

H W

A T

E R B

A Y

O U L

O C

K S

T R

U C

T U

R E

V E

R M

N P

A R

H L

O U

N A

R E

P L

A C

E M

E N

T S

E C

T O

R G

A T

E F

A B

A T

D a v id P L o v e tt J r.

P .E

D P

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

A N

S I

X X

X X :1

M M /D

D /Y

Y Y

W P

-X

W P

-X

M A

L E

SECTION

CENTER TRUSS

S-501 S-503

S-503

S-101

EL. 9.0

W10x45W10x45W10x45

W 8x40

W 8x

40W 8x

W 8x40

W x

W8x40W8x40 BUILT-UP BEAM

W x 0 W

8x40

W 8x

5 6

S-503

W x

W8x40W8x40

"4 115'-3 15'-0" 15'-0"

EL. -3.5

EL. 7.5

EL. 9.0

EL. -16.0

EL. -14.5

GRATING

WALKWAY

GRATING

WALKWAY

" WALL)2

1PIPE (

12" XS STEEL

" = 1'-0"8

3SCALE:

S-504 S-504

S-504

S-504 1 S-502

S-503

S-500

S-302

C T

O R G

A T

E C

H A

N N

E L

D .J .S

H S -3

.d g n

10'-6"

T R

U S

S S

E C

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps a u t o t im e

Sheet of Engineers

US Army Corps

NEW ORLEANS DISTRICT

N E

W O

R L E

A N

S L

O U

N A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

H -0

-4

F R

E S

H W

A T

E R B

A Y

O U L

F R

E S

H W

A T

E R B

A Y

O U L

O C

K S

T R

U C

T U

R E

V E

R M

N P

A R

H L

O U

N A

R E

P L

A C

E M

E N

T S

E C

T O

R G

A T

E F

A B

A T

D a v id P L o v e tt J r.

P .E

D P

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

A N

S I

X X

X X :1

M M /D

D /Y

Y Y

L E

C J

U L

W P

SECTION

EL. 9.0

W10x45

W x

W10x45W10x45

W 8x40

W 8x

W 8x40

W x

W8x40W8x40

S-502

S-504

S-502

S-102

BUILT-UP BEAM

W x 0 W

8x40

W 8x

S-502

W8x40

GRATING

WALKWAY

GRATING

WALKWAY

W8x40

EL. -3.5

EL. 7.5

EL. 9.0

EL. -16.0

EL. -14.5

"4 115'-3 15'-0" 15'-0"

" WALL)2

1PIPE (

12" XS STEEL

W8x40 W8x40

CHANNEL TRUSS

" = 1'-0"8

3SCALE:

S-500

S-5016

S-501

W 8x

C M

S-500

C T

O R G

A T

E U

P P

E R F

R A

M E

J O

T D

E T

D .J .S

H S -5

.d g n

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps a u t o t im e

Sheet of Engineers

US Army Corps

NEW ORLEANS DISTRICT

N E

W O

R L E

A N

S L

O U

N A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

H -0

-4

F R

E S

H W

A T

E R B

A Y

O U L

F R

E S

H W

A T

E R B

A Y

O U L

O C

K S

T R

U C

T U

R E

V E

R M

N P

A R

H L

O U

N A

R E

P L

A C

E M

E N

T S

E C

T O

R G

A T

E F

A B

A T

D a v id P L o v e tt J r.

P .E

D P

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

A N

S I

X X

X X :1

M M /D

D /Y

Y Y

L E

C J

U L

W P

TYP.

1/4

TYP.

1/4

TYP.

1/41/4

TYP.

1/4

DETAIL

S-100

" = 1'-0"4

3SCALE:

DETAIL

S-100

" = 1'-0"4

3SCALE:

W x4

W 10x45

PLAN

ELEVATION

DETAIL

S-100

" = 1'-0"4

3SCALE:

W10x45

S-100

HAND

IS OPPOSITE

DETAIL

S-100

" = 1'-0"4

3SCALE:

PLAN

W10x45

W x

W10x45

31CJP

ELEVATION

W x45

B S-101

CJP

T&B

TYP.

W10x45

PLAN

W10x45

W 10x45

W x

W x 5W x4

CJP

T&B

TYP.

S-100

HAND

IS OPPOSITE

EL. 7.5

(NS &FS)

ELEVATION

5PL

W10x77

PLAN

DETAIL

S-100

" = 1'-0"4

3SCALE:

" SKIN PLATE8

W18x106

W8x40

" SKIN PLATE8

WT9x23

W8x40

FLANGES

ALIGN W/ T&B

" T&B8

5PL

DETAIL

S-100

" = 1'-0"4

3SCALE:

W8x40

FLANGES

ALIGN W/T&B

" PL T&B8

W18x86

W18x86 W18x86

" (TYP.)2

1R 1

UPPER HINGE CASTING / MARK 701-1

W8x40

1PL

W10x45

LOCK BAR

" R (TYP.)4

(TYP.)

6" R

Y P

" TYP.2

1R 1

S-509)

SHTS. S-201 AND

SEAL STOP (SEE

" STIFF. PL2

" PLATE2

"8 1" X 114

3PL

"8 1" X 3" X 112

1PL

W18x106 (BELOW)

" (ABOVE AND BELOW)8

5PL

" PL STIFF8

1/4

WT9x23

(TYP.)

1'-0" R

" T

YP.

" TYP.2

1R 1

" SKIN PL8

W18X86

W8X40

" PL (NS & FS)8

" PL8

TYP.

" SKIN PLATE8

3W18X86

" (TYP.)8

5PL

3TYP.

" PL (NS & FS)8

TYP.

1/4

W x

" PL8

" PL.8

W18x86 FLANGE

" SKIN PL. 8

" PL. STIFF2

DETAIL

" = 1'-0"4

3SCALE:

W18x106

" (FCM)4

1PL 1

" (FCM)8

1PL 1

CJP, NOTE 2

1/4

(TYP.)

HOLD BACK 2"

W 8x

1/4

ELEVATION

W10x45

W x

" (NS &FS)16

9PL

(NS &FS)

" 16

9PL

CJP

1/4

TYP.

5"R

RCJP

PLATE

" GUSSET 2

FLANGE (TYP.)

" PLATE TO MATCH 8

" TYP.16

TYP.

3 SIDES

" (TYP.)16

) 8 3(

TYP.

W 8x

1/4

W10x45

W x

" (NS &FS)16

9PL

(NS &FS)

" 16

9PL

CJP

1/4

5"R

RCJP

" TYP.16

TYP.

SEE SHEET S-507 FOR DETAILS.

LIFTING LUG NOT SHOWN FOR CALRITY.

DETAILS.

SHEET S-507 FOR

LIFTING LUG, SEE

WT9X23

R 1" (TYP.)

WT 9X23

AT 12" O.C.

" STIFF. PL 2

R 1"

" STIFF. PL2

WT9X23

1/2" STIFF PL. AT 12" O.C.

ELEVATION

PLATE

" GUSSET 2

FLANGE (TYP.)

" PLATE TO MATCH 8

C3.

TESTS IN ACCORDANCE WITH SPEC. SECTION

SECTION C3. WELD SHALL BE QUALIFIED BY

2. INSPECT 100% OF WELD PER SPEC.

HINGE DETAILS

1. SEE SHTS. S-700 THROUGH S-702 FOR GATE

NOTE:

CJP TYP

PL (FCM)

S-501

C T

O R G

A T

E C

E N

T E

R F

R A

M E

J O

T D

E T

S H

S -5

.d g n

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps a u t o t im e

Sheet of Engineers

US Army Corps

NEW ORLEANS DISTRICT

N E

W O

R L E

A N

S L

O U

N A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

H -0

-4

F R

E S

H W

A T

E R B

A Y

O U L

F R

E S

H W

A T

E R B

A Y

O U L

O C

K S

T R

U C

T U

R E

V E

R M

N P

A R

H L

O U

N A

R E

P L

A C

E M

E N

T S

E C

T O

R G

A T

E F

A B

A T

N S

B D

D a v id P L o v e tt J r.

P .E

D P

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

A N

S I

X X

X X :1

M M /D

D /Y

Y Y

W P

-X

W P

-X

M A

L E

ELEVATION

DETAIL

S-101

" = 1'-0"4

3SCALE: S-101

HAND

IS OPPOSITE

W x

W 8x

ELEVATION

W 8x

W 8x40

ELEVATION

W8x40

DETAIL

S-101

" = 1'-0"4

3SCALE:

DETAIL

" = 1'-0"4

3SCALE:

DETAIL

" = 1'-0"4

3SCALE:

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

PLAN

S-101

PLAN

DETAIL

S-101

" = 1'-0"4

3SCALE:

ELEVATION

PLAN

ELEVATION

PLAN

" SKIN PLATE8

W18x106

B S-101

PLAN

CJP

T&B

TYP.

S-101

SEE TYP. DETAIL

W/ T&B FLANGES

" T&B ALIGN 16

9PL

W x4

W x

W 8x

WT9x23

W18x86

WT9x23

" SKIN PLATE8

TYP.

6" R

W8x40

12" DIA. XS PIPE

" PLATE 4

FENDER ATTACHMENT DETAIL

NOTE: SEE SHT. S-203 AND S-505 FOR

RECESS TRUSS C/L

C H

A N

N E

L T

R U

S S C /L

" R (TYP.)4

Y P

6" (TYP.)

W8x40

W 8x40

" (TYP.)16

9PL

W8x40

5PL

W18x86

TYP

TYP NS & FS

" 8

5PL

NS & FS

" 8

5PL

1TYP

" (TYP.)8

5PL

" SKIN PLATE8

WT9x23

W 8x

W 8x40

W x

" TYP.2

1R 1

TYP.

W8x40

"4 31W10x77

W8x40

" (TYP.)8

5PL

3TYP.

" PL (NS & FS)8

TYP.

" TYP.16

9PL

" TYP.2

1R 1

" SKIN PLATE8

3W18X86

NS & FS (TYP.)

5/8" STIFF. PL.

W18x106

SEE NOTE 1

W18x86

" SKIN PLATE8

1. SEAL STOP SEE DWGS. S-201 AND S-509

NOTE:

W x

W/ T&B FLANGES

" T&B ALIGN 16

9PL

CJP

T&B

TYP.

6" (TYP.)

5" R (TYP.)

TYP.

10" R

W8x40

CJP

TYP.

" TYP.16

9PL

Y P

ELEVATION

PLAN

DETAIL

S-101" = 1'-0"4

3SCALE: S-101 HAND

IS OPPOSITE8 7

W 8x

" (TYP.)16

9PL

W 8x40

W x

TYP

" STIFF. PL.8

TYP.

" (NS & FS), 16

9PL

" STIFF. PL.8

TYP.

" (NS & FS), 16

9PL

W8x40

C/L CENTER FRAME

" PLATE4

2-L6X4X1/2"

" STIFF. PLATE (TYP.)8

" PLATE4

CJP TYP.

CJP

CJP TYP

CJP

CJP TYP.

" (TYP.)16

CJP TYP.

CJP

2" (TYP.)

HOLD BACK

FLANGE (TYP.)

" PLATE TO MATCH 8

Y P

6" (T

YP.

CJP TYP.

" (TYP.)16

1/4

PLATE (TYP.)

1/2" GUSSET

1 TYP.

Y P

6" (T

YP.

CJP TYP.

PLATE (TYP.)

1/2" GUSSET

1 TYP.

FLANGE (TYP.)

" PLATE TO MATCH 8

1/4

" SKIN PLATE8

W 8x

NS & FS (TYP.)

5/8" STIFF. PL.

W18x106

W 8x40

TYP.

" TYP.2

1R 1

5PL

PLATE (TYP.)

1/2" GUSSET

FLANGE (TYP.)

" PLATE TO MATCH 8

1 TYP.

CJP TYP.

1'- 2"

6" (TYP.)

" (TYP.)16

" (TYP.)2

R 1"

" STIFF. PL2

AT 12" O.C.

" STIFF. PL 2

1/2" STIFF PL.

WT9X23 WITH

WT9X23

" STIFF PL. AT 12" O.C.2

R 1"

W8x40 (51" LONG)

S-502

C T

O R G

A T

E L

O W

E R F

R A

M E

J O

T D

E T

D .J .S

H S -5

.d g n

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps a u t o t im e

Sheet of Engineers

US Army Corps

NEW ORLEANS DISTRICT

N E

W O

R L E

A N

S L

O U

N A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

H -0

-4

F R

E S

H W

A T

E R B

A Y

O U L

F R

E S

H W

A T

E R B

A Y

O U L

O C

K S

T R

U C

T U

R E

V E

R M

N P

A R

H L

O U

N A

R E

P L

A C

E M

E N

T S

E C

T O

R G

A T

E F

A B

A T

N S

B D

D a v id P L o v e tt J r.

P .E

D P

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

A N

S I

X X

X X :1

M M /D

D /Y

Y Y

W P

-X

W P

-X

M A

L E

BUILT-UP*

(TYP.)

" PL 8

W8x40

"4 31W10x77

W8x40

" (TYP.)8

5PL

3TYP.

" PL (NS & FS)8

TYP.

1/4

" SKIN PLATE8

3W18X86

1/4

W8x40

TYP

5PL

W18x106

" SKIN PLATE8

WT9x23

W18x86

" (TYP.)2

1R 1

FLANGES

ALIGN W/T&B

" T&B8

7PL

TYP.

6" R

TYP.

10" R

Y P

CJP

T&B

TYP.

BUILT-UP*

B U

T -U

10"

" STIFF. PL.8

CJP

* SEE DETAIL 1 ON S-102 FOR BUILT-UP BEAM SECTION

R 1"

" STIFF. PL2

" (TYP.)8

5PL

W x

W8x40

" TYP.2

1R 1

" SKIN PL8

W18X86

" PL (NS & FS)8

" PL8

)8 3(

" (TYP.)16

WT9X23

AT 12" O.C.

" STIFF. PL 2

W8X40 (29" LONG)

3 SIDES

TYP.

DETAIL

" = 1'-0"4

3SCALE:

ELEVATION

S-102

PLAN

ELEVATION

DETAIL

S-102

" = 1'-0"4

3SCALE: S-102

HAND

IS OPPOSITE

DETAIL

S-102

" = 1'-0"4

3SCALE:

PLAN

DETAIL

S-102

" = 1'-0"4

3SCALE:

W 8x

BUILT-UP BEAM*

2'-0"

/ MARK 704-1

PINTLE HOUSING CASTING

SECTION

FOR BUILT-UP BEAM

* SEE DETAIL 1 ON S-102

FLANGE OF HORIZ.

" PL ONE AT EACH8

72 -

FLANGE OF HORIZ.

" PL ONE AT EACH8

72 -

PLAN

PINTLE HOUSING

T Y

B S-101

CJP

T&B

TYP.

S-101

SEE TYP. DETAIL

W/ T&B FLANGES

" T&B ALIGN 16

9PL

W x4

W x

W 8x

TYP.

6" R

W8x40

" R (TYP.)4

Y P

W8x40

W x

W 8x40

" (NS &FS)16

9PL

CJP

1/4

CJP

W 8x

W 8x40

PLAN

" SKIN PLATE8

WT9x23

W18x86

TYP

TYP NS & FS

" 8

5PL

NS & FS

" 8

5PL

PLAN

W18x106

SEE NOTE 1

W18x86

" SKIN PLATE8

1/4

1. SEAL STOP SEE DWGS. S-201 AND S-509

NOTE:

TYP.

1/4

W8x40

CJP

" SKIN PLATE8

W18x106

W18x86

" TYP.2

1R 1

DETAIL

S-102

" = 1'-0"4

3SCALE: S-102

HAND

IS OPPOSITE

ELEVATIONPLAN

" STIFF. PL.8

CJP, NOTE 2

NOTE 2

CJP TYP.,

CJP

1/4

2" (TYP.)

HOLD BACK

2" (TYP.)

HOLD BACK

" (TYP.)16

Y P

5" R

11"

TYP.

1/4

FLANGE (TYP.)

" PLATE TO MATCH 8

5 " (NS &FS), TYP.16

9PL

WT9X23

" STIFF PL. AT 12" O.C.2

1/2" STIFF PL.

WT9X23 WITH

R 1"

SHEET S-508)

JACKING STUB (SEE

SPECIFICATION SECTION C3.

WELD SHAL BE QUALIFIED BY TESTED IN ACCORDANCE WITH

2. INSPECT 100% OF WELD PER SPECIFCATION SECTION C3.

1. SEE SHTS. S-703 AND S-704 FOR PINTLE DETAILS

NOTES:

NOTE 2

CJP TYP.,

JACKING PL

1" X 5" X 5"

" END PL8

31" X 11" X 11

ELEVATION

DETAIL

S-102

" = 1'-0"4

3SCALE:

" GUSSET PLATE2

S-503

C T

O R G

A T

E F

R A

M E

D E

T A

D .J .S

H S -5

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D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps a u t o t im e

Sheet of Engineers

US Army Corps

NEW ORLEANS DISTRICT

N E

W O

R L E

A N

S L

O U

N A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

H -0

-4

F R

E S

H W

A T

E R B

A Y

O U L

F R

E S

H W

A T

E R B

A Y

O U L

O C

K S

T R

U C

T U

R E

V E

R M

N P

A R

H L

O U

N A

R E

P L

A C

E M

E N

T S

E C

T O

R G

A T

E F

A B

A T

N S

B D

D a v id P L o v e tt J r.

P .E

D P

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

A N

S I

X X

X X :1

M M /D

D /Y

Y Y

W P

-X

W P

-X

M A

L E

" SKIN PLATE8

TYP.

W18x86

PLAN

ELEVATION

DETAIL

S-100" = 1'-0"4

3SCALE:

1/4

W10x45

CJP

5PL

W18x106

" SKIN PLATE8

WT9x23

W18x86

" (TYP.)2

1R 1

(ABOVE AND BELOW)

5PL

TYP.

1/4

WT9x23 (TYP.)

W 10x45

W10x4

W x4

W x

W 10x45

CJP

T&B

TYP.

T Y P

FLANGES

ALIGN W/T&B

" T&B8

5PL

W8X40

DETAIL

S-100" = 1'-0"4

3SCALE:

4"R

6" R T

Y P

PLAN

ELEVATION

W x4

W x

W 10x45

"8 74R

TYP.

T Y P

CJP

T&B

TYP.

W8X40

FLANGES

ALIGN W/T&B

" T&B8

T Y P

DETAIL

S-100" = 1'-0"4

3SCALE:

PLAN

ELEVATION

" SKIN PLATE8

TYP.

W18x106

WT9x23

TYP.

W18x86

PLAN

ELEVATION

DETAIL

S-101" = 1'-0"4

3SCALE:

W 8x40

W8x40

CJP

T&B

TYP.

T Y P

FLANGES

ALIGN W/T&B

" T&B16

9PL

W8X40

DETAIL

S-101" = 1'-0"4

3SCALE:

4"R

6" R T

Y P

PLAN

ELEVATION

W x

W 8x

" PL. (NS & FS)8

W x

W 8x40

W x

"8 74R

TYP.

T Y P

W8X40

FLANGES

ALIGN W/T&B

" T&B16

9PL

DETAIL

S-100" = 1'-0"4

3SCALE:

PLAN

ELEVATION

W 8x

W 8x40

W 8x

W x

T Y P

" 16

9PL

(TYP.)

HOLD BACK 2"

(TYP.)

HOLD BACK 2"

CJP

T&B

TYP.

2" (TYP.)

HOLD BACK

CJP

T&B

TYP.

CJP

T&B

TYP.

2" (TYP.)

HOLD BACK

W 8x

1/4

W10x45

W x

" (NS &FS)16

9PL

(NS &FS)

" 16

9PL

CJP

1/4

CJP

W 8x

1/4

W10x45

W x

" (NS &FS)16

9PL

(NS &FS)

" 16

CJP

1/4

CJP

W x

W 8x

W 8x40

W8x40

TYP.

" (NS & FS), 16

9PL

CJP TYP.

CJP

FLANGE (TYP.)

" PLATE TO MATCH 8

Y P

6" (T

YP.

CJP TYP.

" (TYP.)16

1/4

PLATE (TYP.)

1/2" GUSSET

1 TYP.

W x

W 8x

W 8x40

" (TYP.)16

9PL

W8x40

TYP.

" (NS & FS), 16

9PL

CJP TYP.

CJP

FLANGE (TYP.)

" PLATE TO MATCH 8

Y P

6" (T

YP.

CJP TYP.

" (TYP.)16

1/4

PLATE (TYP.)

1/2" GUSSET

1 TYP.

CJP TYP.

W8x40

W18x106

WT9x23

" SKIN PLATE8

W18x86

" TYP.2

1R 1

TYP

W 8x40

W 8x

Y P

FLANGE (TYP.)

" PLATE TO MATCH 8

6" (T

YP.

R PLATE (TYP.)

1/2" GUSSET

CJP TYP.

1 TYP.

" (TYP.)16

" (TYP.)8

5PL

S-507 FOR DETAILS

LIFTING LUG SEE SHEET

DETAILS

CLARITY SEE SHEET S-507 FOR

LIFTING LUG NOT SHOWN FOR

TYP.

TYP.TYP.

S-504

C T

O R G

A T

E F

R A

M E

D E

T A

D .J .S

H S -5

.d g n

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps a u t o t im e

Sheet of Engineers

US Army Corps

NEW ORLEANS DISTRICT

N E

W O

R L E

A N

S L

O U

N A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

H -0

-4

F R

E S

H W

A T

E R B

A Y

O U L

F R

E S

H W

A T

E R B

A Y

O U L

O C

K S

T R

U C

T U

R E

V E

R M

N P

A R

H L

O U

N A

R E

P L

A C

E M

E N

T S

E C

T O

R G

A T

E F

A B

A T

N S

B D

D a v id P L o v e tt J r.

P .E

D P

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

A N

S I

X X

X X :1

M M /D

D /Y

Y Y

W P

-X

W P

-X

M A

L E

BUILT-UP*

W8x40

CJP

T&B

TYP.

T Y P

FLANGES

ALIGN W/T&B

" T&B16

9PL

W8X40

DETAIL

S-102" = 1'-0"4

3SCALE:

4"R

6" R T

Y P

PLAN

W x

W 8x

W x

W 8x40

CJP

T&B

TYP.

W8X40

DETAIL

S-102" = 1'-0"4

3SCALE:

T Y P

PLAN

ELEVATION

W 8x

W 8x40

W x

B U

T -U

ILT-U

B U

T- U P

10"R

T Y P

TYP.

CJP

T&B

TYP.

Y P

SECTION

FOR BUILT-UP BEAM

* SEE DETAIL 1 ON S-102

(TYP.)

W/T&B FLANGES

" T&B ALIGN 8

7PL

DETAIL

S-102" = 1'-0"4

3SCALE:

DETAIL

S-102" = 1'-0"4

3SCALE:

PLANELEVATION

S-102 HAND

IS OPPOSITE12

FLANGES

ALIGN W/T&B

" T&B8

7PL

W8x40

TYP.

6" R

TYP.

10" R

Y P

CJP

T&B

TYP.

W x

" SKIN PLATE8

W18x106

WT9x23

TYP.

W18x86

PLAN

W 8x40

" PL. (NS & FS)8

TYP.

PLAN

DETAIL

S-102" = 1'-0"4

3SCALE:

ELEVATION

1/4

W8x40

TYP

5PL

W18x106

WT9x23

W18x86

" (TYP.)2

1R 1

PLATE

" SKIN 8

ELEVATION

W8x40

W x

W 8x40

(NS &FS)

" 16

9PL

CJP

W8x40

W x

W 8x40CJP

CJP

T&B

TYP.

(TYP.)

HOLD BACK 2"

(TYP.)

HOLD BACK 2"

(TYP.)

HOLD BACK 2"

W8x40

BUILT-UP*

"2 11'-11

CJP

" STIFF. PL. BEYOND8

BEAM SECTION

* SEE DETAIL 1 ON S-102 FOR BUILT-UP

FLANGES

ALIGN W/T&B

" T&B8

7PL

ILT-U

CJP

1'-11

8 CJP

"2 11'-11

BEAM SECTION

* SEE DETAIL 1 ON S-102 FOR BUILT-UP

W x

W 8x

T Y P .T

Y P

"8 74R

TYP.

11"

" GUSSET PLATE2

FLANGE (TYP.)

" PLATE TO MATCH 8

"16

1/4

TYP.

" (TYP.)2

(NS &FS)

" TYP. 16

9PL

W8x40

W x

W 8x40CJP

CJP

8 CJP

"2 11'-11

11"

" GUSSET PLATE2

FLANGE (TYP.)

" PLATE TO MATCH 8

"16

1/4

TYP.

" (TYP.)2

(NS &FS)

" TYP. 16

9PL

" (TYP.)2

FLANGE (TYP.)

" PLATE TO MATCH 8

1/4

TYP.

" GUSSET PLATE2

CJP 11"

5" R

"16

" (NS &FS), TYP.16

9PL

1/4

TYP.

1/4

TYP.

CJP TYP

BUILT-UP*

ELEVATION

S-505

C T

O R G

A T

E F

E N

D E

T A

D .J .S

H S -5

.d g n

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps a u t o t im e

Sheet of Engineers

US Army Corps

NEW ORLEANS DISTRICT

N E

W O

R L E

A N

S L

O U

N A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

H -0

-4

F R

E S

H W

A T

E R B

A Y

O U L

F R

E S

H W

A T

E R B

A Y

O U L

O C

K S

T R

U C

T U

R E

V E

R M

N P

A R

H L

O U

N A

R E

P L

A C

E M

E N

T S

E C

T O

R G

A T

E F

A B

A T

N S

B D

D a v id P L o v e tt J r.

P .E

D P

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

A N

S I

X X

X X :1

M M /D

D /Y

Y Y

W P

-X

W P

-X

M A

L E

ELEVATIONELEVATION

TYP.

S-203

DETAIL 6

" = 1'-0"4

3SCALE: S-203

DETAIL 4

" = 1'-0"4

3SCALE:

PLAN

W14x109

W x

W10X77

TO FIT)

" PL (COPE 2

" PL4

TIMBER FENDER

8" x 12" COMPOSITE

W10x45

" STIFF. PL.8

"x10"4 32-L6"x4"x

W x

DETAIL 3

" = 1'-0"4

3SCALE: S-203

EL. -3.5

" X 10" X 1'-6" PLATE8

W14X109

1/4

"16

"16 31'-6

" PL8

W8X40

S-508

CJP

TRUSS

C/L CHANNEL

TYP.

4 - 1" Ø BOLTS (TYP.)

4 - 1" Ø BOLTS

DETAIL 1

" = 1'-0"4

3SCALE: S-203

W10x45

W x

W10x45

ELEVATION

PLAN

" SKIN PL8

W18X86

W8X40

" STIFF. PL.8

TYP.

"x10"2 12-L4"x4"x

W18x86

" SKIN PLATE8

W10x77 W8x40

" STIFF. PL.8

"x10"2 1L4"x4"x

S-508

TYP.

ELEVATION

W10x45

5 PLAN

" STIFF. PL.8

"x10"2 12-L4"x4"x

" STIFF. PL.8

"x10"2 12-L4"x4"x

DETAIL 2

" = 1'-0"4

3SCALE: S-203

W8x40

W x4

W x45

W10x45

W x

W 8x40

W x

TYP.

S-508

ELEVATION

DETAIL 5

" = 1'-0"4

3SCALE: S-203

" SKIN PLATE8

WT9x23

W8x40

W 8x

W 8x40

W x

W8x40

PLAN

" STIFF. PLATE8

"x8"2 12-L4"x4"x TYP.

" STIFF. PL.8

"x8"2 12-L4"x4"x

W10x77 W8x40

W18x86

" SKIN PLATE8

S-508

SECTION A-A

W x

W 8x40

PLAN

W 8x

W8x40

W x4

W x

W 8x

TYP.

7TYP.

" PLATE8

10"

" X 10" X 1'-6" PLATE8

S-508

"x6"4 32-L6"x4"x

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps

Sheet of Engineers

US Army Corps

NEW ORLEANS DISTRICT

N E

W O

R L E

A N

S L

O U

N A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

H -0

-4

F R

E S

H W

A T

E R B

A Y

O U L

F R

E S

H W

A T

E…

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File details come from the government source that posted it. Updated Oct 23, 2020.