B.08.W912EE25BA009_Stoplog Slots_Drawings_Plans.pdf

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Stoplog Slot Construction Ouachita River, Thatcher Lock and Dam, Calion, Arkansas
Solicitation number
W912EE25BA009
Issued by

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Written by GovTribe AI ·

These are technical drawings and design documents for the Stoplog Slot Construction project at the Thatcher Lock and Dam on the Ouachita River in Calion, Arkansas, issued by the U.S. Army Corps of Engineers Vicksburg District. The solicitation (W912EE25BA009) covers comprehensive construction work including mobilization, demobilization, cofferdams, dewatering, and constructing new stoplog slots across four monoliths (Monoliths 4, 19, and 20). Specific technical requirements include demolition of existing concrete structures, installation of bulkhead sill beams, slot armor, handrails, and associated metalwork, with precise engineering specifications for concrete cutting, strut layouts, and elevation measurements.

The project documents provide detailed technical drawings showing existing conditions, demolition plans, and construction details, with sheets covering site location maps, lock structure plans, demolition sections, slot construction details, and stage hydrographs for upper and lower pool water levels. Key technical elements include stoplog slot dimensions (10' 4.5" wide), specific elevation cuts (ranging from EL. 49.63 to 52.63), installation of HP12X63 stainless steel sill beams, and comprehensive notes on field verification, concrete removal, and utility relocation requirements. The contract involves precise engineering work to upgrade and modernize the lock and dam infrastructure, with meticulous attention to structural integrity and operational functionality.

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Other files

File Type Posted
C.04.Abstract of Bids_W912EE25BA009_Stoplot Slot Construction.pdf PDF
B.08.Revised SF1442_Solicitation Amendment - W912EE25BA009-0001_Corrected.pdf PDF
B.08.Amendment W912EE25BA009-0003_Sheet 8_19 As Builts.pdf PDF
B.08.Solicitation Amendment W912EE25BA009-0003 SF 30.pdf PDF
B.08.Amendment W912EE25BA009-0003_TSLSC Pre-Bid Meeting Revised Slides.pdf PDF
B.08.Amendment W912EE25BA009-0003_Revised Drawings S-520.pdf PDF
B.08.Amedment W912EE25BA009-0002_Specifications.pdf PDF
B.08.Amendment W912EE25BA006-0002_Plans.pdf PDF
B.08.Solicitation Amendment W912EE25BA009-0002 SF30.pdf PDF
B.08.Amendment W912EE2BA009-0002_Combined Bulkheads_from Lock 1 Drawings.pdf PDF
B.08.W912EE25BA009_Thatcher_Calion Lock and Damy AS BUILTS HANDRAIL_810_12_13_14.pdf PDF
B.07.W912EE25BA009_TSLSC_Pre-Bid Meeting Slides_8.12.25.pptx PPTX presentation
B.08.Monolith plans from Thatcher_Calion Lock and Dam AS BUILITS.pdf PDF
B.08.Solicitation Amendment W912EE25BA0090001 SF 30.pdf PDF
B.08.Amendment W912EE25BA009-0001_Specs.pdf PDF
B.08.Revised SF1442_Solicitation Amendment - W912EE25BA009-0001.pdf PDF
B.08.Solicitation Amendment W912EE25BA009-0001.pdf PDF
B.08.Solicitation - W912EE25BA009.pdf PDF
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CALION, AR

PROJECT

LOCATION

CRAIN CITY

ROAD

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US Army Corps of Engineers

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ISSUE DATE:

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

VICKSBURG DISTRICT

W912EE25BA009

W912EE25CA00XX

JULY 2025

STOPLOG SLOT CONSTRUCTION

OUACHITA RIVER

THATCHER LOCK AND DAM

CALION, ARKANSAS

Chief, Design Branch

COL, EN, District Engineer

APPROVAL RECOMMENDED BY:APPROVED BY:

Chief, Engineering & Construction Division

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CONTRACTOR STAGING

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DAM FIELD OFFICE

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PROJECT LOCATION

GENERAL NOTES

1. FOR INSTANCES WHERE SCALE IS NOT PROVIDED ON DRAWING OR DENOTED

WITH "N.T.S.", CONTRACTOR TO ASSUME DRAWING IS NOT TO SCALE.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTRUCTION LAY

DOWN AREA AS NEEDED FOR WORK.

3. ALL DIMENSIONS ARE BASED OFF AS BUILT DRAWINGS. LOCATIONS IN THE FIELD

SHOULD BE FIELD VERIFIED AND COORDINATED WITH THE CONTRACTING

OFFICER.

4. ELEVATIONS SHOWN IN DRAWINGS ARE REFERENCED FROM AS BUILT

DRAWINGS. AS BUILT DRAWINGS ELEVATIONS ARE BASED ON MEAN SEA LEVEL.

5. A FULL SET OF "AS BUILT" DRAWINGS ARE AVAILABLE FOR VIEWING AT THE

DISTRICT OFFICE UPON REQUEST.

250 MILES 500 MILES0

Sheet List Table Sheet Number Sheet Title

G-001 COVER SHEET

G-002 GENERAL SITE LOCATION MAP

S-101 LOCK STRUCTURE EXISTING CONDITIONS PLAN

S-102 EXISTING CONDITIONS PLAN

S-103 MONOLITH 4 DEMOLITION PLAN AND SECTIONS

S-105 MONOLITH 19 DEMOLITON PLAN AND SECTIONS

S-106 MONOLITH 20 DEMOLITION PLAN AND SECTIONS

S-516

S-517

S-518

S-519

S-520

S-521

S-522

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SLOT CONSTRUCTION BULKHEAD RECESS INSERT

PLANS SECTIONS AND DETAILS

SLOT CONSTRUCTION BULKHEAD RECESS INSERT PLANS,

SECTIONS, AND DETAILS

SLOT CONSTRUCTION BULKHEAD SILL BEAM PLANS AND

DETAIL

SLOT CONSTRUCTION BULKHEAD SILL BEAM DETAILS

SLOT CONSTRUCTION NEW SLOT REINFORCEMENT DETAILS

HANDRAILS ELEVATIONS AND SECTIONS

HANDRAILS ELEVATIONS

STAGE HYDROGRAPH UPPER POOL

STAGE HYDROGRAPH LOWER POOL

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E6 PROJECT LOCATION MAP

A1 PROJECT SITE MAP

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AutoCAD SHX Text Kosciusko

AutoCAD SHX Text Carthage

AutoCAD SHX Text Canton

AutoCAD SHX Text Forest

AutoCAD SHX Text

JACKSON

AutoCAD SHX Text Mendenhall

AutoCAD SHX Text Crystal Springs

AutoCAD SHX Text Brookhaven

AutoCAD SHX Text McComb

AutoCAD SHX Text Tylertown

AutoCAD SHX Text Bogalusa

AutoCAD SHX Text Franklinton

AutoCAD SHX Text Columbia

AutoCAD SHX Text Picayune

AutoCAD SHX Text Woodville

AutoCAD SHX Text Fayette

AutoCAD SHX Text Port Gibson

AutoCAD SHX Text Utica

AutoCAD SHX Text C H O C T A W

AutoCAD SHX Text W I N S T O N

AutoCAD SHX Text A T T A L A

AutoCAD SHX Text N E S H O B A

AutoCAD SHX Text K E M P E R

AutoCAD SHX Text L E A K E

AutoCAD SHX Text M A D I S O N

AutoCAD SHX Text S C O T T

AutoCAD SHX Text N E W T O N

AutoCAD SHX Text H I N D S

AutoCAD SHX Text R A N K I N

AutoCAD SHX Text S M I T H

AutoCAD SHX Text S I M P S O N

AutoCAD SHX Text C O P I A H

AutoCAD SHX Text C L A I B O R N E

AutoCAD SHX Text J E F F E R S O N

AutoCAD SHX Text A D A M S

AutoCAD SHX Text F R A N K L I N

AutoCAD SHX Text W I L K I N S O N

AutoCAD SHX Text P I K E

AutoCAD SHX Text W A L T H A L L

AutoCAD SHX Text L I N C O L N

AutoCAD SHX Text L A W R E N C E

AutoCAD SHX Text J E F F E R S O N D A V I S

AutoCAD SHX Text M A R I O N

AutoCAD SHX Text L A M A R

AutoCAD SHX Text W A S H I N G T O N

AutoCAD SHX Text P E A R L R I V E R

AutoCAD SHX Text H A N C O C K

AutoCAD SHX Text

MISSISSIPPI

AutoCAD SHX Text

LOUISIANA

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Lonoke

AutoCAD SHX Text Stuttgart

AutoCAD SHX Text Bayou

AutoCAD SHX Text Meto

AutoCAD SHX Text Salt

AutoCAD SHX Text Little

AutoCAD SHX Text Wabbaseka

AutoCAD SHX Text Bayou

AutoCAD SHX Text Strong

AutoCAD SHX Text River

AutoCAD SHX Text P U L A S K I

AutoCAD SHX Text L O N O K E

AutoCAD SHX Text A R K A N S A S

AutoCAD SHX Text A M I T E

AutoCAD SHX Text Gillett

AutoCAD SHX Text

AutoCAD SHX Text McGehee

AutoCAD SHX Text Dumas

AutoCAD SHX Text

AutoCAD SHX Text Connerly

AutoCAD SHX Text Bayou

AutoCAD SHX Text Macon

AutoCAD SHX Text Lake

AutoCAD SHX Text Canal

AutoCAD SHX Text No.

AutoCAD SHX Text

AutoCAD SHX Text Calion Lake

AutoCAD SHX Text Little

AutoCAD SHX Text R

AutoCAD SHX Text Lake St John

AutoCAD SHX Text Bayou

AutoCAD SHX Text Big

AutoCAD SHX Text Bayou

AutoCAD SHX Text Caney

AutoCAD SHX Text Fleschmans

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text Mill

AutoCAD SHX Text Tensas

AutoCAD SHX Text Bayou

AutoCAD SHX Text Russ

AutoCAD SHX Text Canal

AutoCAD SHX Text No. 4

AutoCAD SHX Text Canal

AutoCAD SHX Text No.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text No.

AutoCAD SHX Text

AutoCAD SHX Text Canal

AutoCAD SHX Text Canal

AutoCAD SHX Text No.

AutoCAD SHX Text

AutoCAD SHX Text Black

AutoCAD SHX Text Pond

AutoCAD SHX Text Slough

AutoCAD SHX Text Bayou

AutoCAD SHX Text Macon

AutoCAD SHX Text Bayou

AutoCAD SHX Text Macon

AutoCAD SHX Text Boeuf River Diverson Canal No. 1

AutoCAD SHX Text Clay

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text 146.4

AutoCAD SHX Text 6.2__

AutoCAD SHX Text 165__

AutoCAD SHX Text 75.5_

AutoCAD SHX Text 10.3_

AutoCAD SHX Text 9.6__

AutoCAD SHX Text 35.2_

AutoCAD SHX Text 13.9_

AutoCAD SHX Text 8.0__

AutoCAD SHX Text 7.1__

AutoCAD SHX Text Long

AutoCAD SHX Text Br

AutoCAD SHX Text Cocodrie

AutoCAD SHX Text Wild

AutoCAD SHX Text Cow

AutoCAD SHX Text Bayou

AutoCAD SHX Text Bayou

AutoCAD SHX Text Cheniere Lake

AutoCAD SHX Text Cheniere Creek

AutoCAD SHX Text Bawcomville

AutoCAD SHX Text Black River Lake

AutoCAD SHX Text Flood Wall

AutoCAD SHX Text Columbia

AutoCAD SHX Text Fulton

AutoCAD SHX Text Field

AutoCAD SHX Text B

AutoCAD SHX Text Maniece

AutoCAD SHX Text B

AutoCAD SHX Text Lewisville

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Loggy

AutoCAD SHX Text Flate

AutoCAD SHX Text River

AutoCAD SHX Text 16.0_

AutoCAD SHX Text Bourbeaux

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Boyce

AutoCAD SHX Text Colfax

AutoCAD SHX Text

AutoCAD SHX Text Marksville

AutoCAD SHX Text Moncla

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Collins

AutoCAD SHX Text Cr

AutoCAD SHX Text Satartia

AutoCAD SHX Text Wolf

AutoCAD SHX Text Lake

AutoCAD SHX Text Tokeba

AutoCAD SHX Text B

AutoCAD SHX Text Lake

AutoCAD SHX Text George

AutoCAD SHX Text Panther

AutoCAD SHX Text Creek

AutoCAD SHX Text

AUXILIARY

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

LOWER

AutoCAD SHX Text Snake

AutoCAD SHX Text Cr

AutoCAD SHX Text Marksville

AutoCAD SHX Text Bee Lake

AutoCAD SHX Text Horseshoe Lake

AutoCAD SHX Text

AutoCAD SHX Text Tippo

AutoCAD SHX Text B

AutoCAD SHX Text Patterson

AutoCAD SHX Text Cr

AutoCAD SHX Text Marsh

AutoCAD SHX Text B

AutoCAD SHX Text Turkey

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text Gin

AutoCAD SHX Text Miss River Levees 0+00

AutoCAD SHX Text Ark River Levees 4519+76

AutoCAD SHX Text Jones

AutoCAD SHX Text Bayou

AutoCAD SHX Text Mound

AutoCAD SHX Text B

AutoCAD SHX Text Black

AutoCAD SHX Text Bayou

AutoCAD SHX Text Parks

AutoCAD SHX Text B

AutoCAD SHX Text Bogue

AutoCAD SHX Text Hasty

AutoCAD SHX Text Snake

AutoCAD SHX Text Cr

AutoCAD SHX Text Clear

AutoCAD SHX Text Cr

AutoCAD SHX Text Ditchlow

AutoCAD SHX Text B

AutoCAD SHX Text Twin Lake Bayou

AutoCAD SHX Text Bogue Phalia

AutoCAD SHX Text Cutoff

AutoCAD SHX Text Lake Bolivar

AutoCAD SHX Text Swan Lake

AutoCAD SHX Text Lake Washington

AutoCAD SHX Text Bayou

AutoCAD SHX Text Dowling

AutoCAD SHX Text River

AutoCAD SHX Text Hushpuckena

AutoCAD SHX Text Whiting Lake

AutoCAD SHX Text Mill

AutoCAD SHX Text Hull

AutoCAD SHX Text Cr

AutoCAD SHX Text Br

AutoCAD SHX Text Moon Lake

AutoCAD SHX Text Yazoo Pass

AutoCAD SHX Text 207.0

AutoCAD SHX Text 7.8__

AutoCAD SHX Text 21.0_

AutoCAD SHX Text 27.5_

AutoCAD SHX Text 4.7__

AutoCAD SHX Text 5.2__

AutoCAD SHX Text 7.5__

AutoCAD SHX Text 69.7_

AutoCAD SHX Text 9.4__

AutoCAD SHX Text 4.0__

AutoCAD SHX Text 4.1__

AutoCAD SHX Text B

AutoCAD SHX Text Fighting

AutoCAD SHX Text 12.3_

AutoCAD SHX Text 5.6__

AutoCAD SHX Text 78.6_

AutoCAD SHX Text 9.8__

AutoCAD SHX Text 6.5__

AutoCAD SHX Text 14.0_

AutoCAD SHX Text Wasp Lake

AutoCAD SHX Text Abandoned Lock & Dam

AutoCAD SHX Text 22.2_

AutoCAD SHX Text 69.4_

AutoCAD SHX Text 12.5_

AutoCAD SHX Text Dawson

AutoCAD SHX Text B

AutoCAD SHX Text 17.5_

AutoCAD SHX Text 4.2__

AutoCAD SHX Text 2.5__

AutoCAD SHX Text 7.8__

AutoCAD SHX Text

LOUISIANA

AutoCAD SHX Text

ARKANSAS

AutoCAD SHX Text

TENNESSEE

AutoCAD SHX Text

MISSISSIPPI

AutoCAD SHX Text

TEXAS

AutoCAD SHX Text McKinney

AutoCAD SHX Text B

AutoCAD SHX Text Lafourche

AutoCAD SHX Text Garland City

AutoCAD SHX Text Mathews Brake

AutoCAD SHX Text Alligator-Catfish

AutoCAD SHX Text Bayous

AutoCAD SHX Text Bayou

AutoCAD SHX Text Big

AutoCAD SHX Text Choctaw

AutoCAD SHX Text Bayou

AutoCAD SHX Text Boeuf

AutoCAD SHX Text L

AutoCAD SHX Text Staulkinghead Creek

AutoCAD SHX Text Little

AutoCAD SHX Text River

AutoCAD SHX Text Pearl

AutoCAD SHX Text West

AutoCAD SHX Text River

AutoCAD SHX Text Pearl

AutoCAD SHX Text River

AutoCAD SHX Text Tunica Lake

AutoCAD SHX Text Lake Chicot

AutoCAD SHX Text Lake Providence

AutoCAD SHX Text Cocodrie Pumping Plant

AutoCAD SHX Text Flood Wall

AutoCAD SHX Text Eagle Lake

AutoCAD SHX Text Lake Mary

AutoCAD SHX Text Lake Iatt

AutoCAD SHX Text Saline Lake

AutoCAD SHX Text Clear Lake

AutoCAD SHX Text Lake Bistineau

AutoCAD SHX Text D'Arbonne Lake

AutoCAD SHX Text Lake Claiborne

AutoCAD SHX Text Badcau Lake

AutoCAD SHX Text Cypress Bayou Reservoir

AutoCAD SHX Text Cross Lake

AutoCAD SHX Text Corney Lake

AutoCAD SHX Text Lake Erling

AutoCAD SHX Text Black Bayou Lake

AutoCAD SHX Text Black Lake

AutoCAD SHX Text L O U I S I A N A

AutoCAD SHX Text Bayou

AutoCAD SHX Text Sara

AutoCAD SHX Text Thompson

AutoCAD SHX Text Cr

AutoCAD SHX Text River

AutoCAD SHX Text Amite

AutoCAD SHX Text Wallace

AutoCAD SHX Text Bayou

AutoCAD SHX Text Bayou

AutoCAD SHX Text Rigolette

AutoCAD SHX Text 0.0_

AutoCAD SHX Text 33.3__

AutoCAD SHX Text 0.0_

AutoCAD SHX Text 210.5

AutoCAD SHX Text Canal

AutoCAD SHX Text No.

AutoCAD SHX Text

AutoCAD SHX Text Ext.

AutoCAD SHX Text 50.2_

AutoCAD SHX Text 0.0____

AutoCAD SHX Text 33.4_

AutoCAD SHX Text 0.0

AutoCAD SHX Text Canal

AutoCAD SHX Text No.

AutoCAD SHX Text

AutoCAD SHX Text Ext.

AutoCAD SHX Text 11.3____

AutoCAD SHX Text 0.0_

AutoCAD SHX Text Bayou

AutoCAD SHX Text Rapides

AutoCAD SHX Text 35.0____

AutoCAD SHX Text 4.8____

AutoCAD SHX Text White

AutoCAD SHX Text River

AutoCAD SHX Text David

AutoCAD SHX Text Burrell

AutoCAD SHX Text Bayou

AutoCAD SHX Text Bayou

AutoCAD SHX Text 23.2__

AutoCAD SHX Text Old

AutoCAD SHX Text Bayou

AutoCAD SHX Text Bobo

AutoCAD SHX Text 14.9__

AutoCAD SHX Text R

AutoCAD SHX Text Tallahatchie

AutoCAD SHX Text Little

AutoCAD SHX Text Deep

AutoCAD SHX Text B

AutoCAD SHX Text Tucker

AutoCAD SHX Text B

AutoCAD SHX Text 32.50

AutoCAD SHX Text Bayou

AutoCAD SHX Text 35.0____

AutoCAD SHX Text Bayou

AutoCAD SHX Text Bayou

AutoCAD SHX Text Meto

AutoCAD SHX Text Big

AutoCAD SHX Text Meto

AutoCAD SHX Text Bayou

AREA OF PROPOSED WORKAREA OF PROPOSED WORK

U1

U2

L1

L2

L3

L4

N

RIVERSIDE

LANDSIDE

STOPLOG SLOTS

TO BE CONSTRUCTED

SILL BEAM

TO BE CONSTRUCTED

UPPER MITER GATE LOWER MITER GATE

SILL BEAM

TO BE CONSTRUCTED

SILL BEAM STRUTS

TO BE CONSTRUCTED

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U .S

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S-101

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PLAN - SITE LAYOUTB1 NTS

℄SLOT

STATION 5+83.665 D

℄SLOT

STATION 6+74.920 D

L3

L4

L2

L1

MONOLITH 19 MONOLITH 20

℄SLOT

STATION 0+56.335 U

U2

U1

MONOLITH 4

STATION 0+00

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C1 PLAN - DEMOLITION

NTS

C6 PLAN - DEMOLITION

NTS

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FINAL REVIEW

CENTERLINES OF STOPLOG SLOTS

ID SLOT ARMOR

TYPE

OFFSET FROM

STATION 0 + 00

U1 1 56.335' US

U2 2 56.335' US

L1 1 583.665' DS

L2 2 583.665' DS

L3 2 674.920' DS

L4 1 674.920' DS

NOTE:

1. SEE NOTE 7 S-517 FOR INFORMATION FOR SLOT

ARMOR TYPE.

2. CENTERLINES OF STOPLOG SLOTS ARE MEASURED

FROM STA. 0+00.

3. STA. 0+00 WILL BE FOUND BY MEASURING OFFSET

FROM CENTERLINES OF JOINTS AT STA. 0+25.71 U AND

STA. 0+34.29 D.

℄STOPLOG SLOTS

STATION 0+56.335 U

CUT STOPLOG SLOTS

SYMMETRICAL ABOUT

LOCK ℄

10' 4 1/2"

STOPLOG SLOT (TYP)

(SEE DETAIL F4 S-516)

30'-7 1/2"

A6 S-103

D6 S-103

EXISTING FEATURES

TO BE REMOVED BEFORE

CONSTRUCTION (SEE NOTE 5)

PARAPET WALL TO BE REMOVED (SEE NOTE 4)

EXISTING CONCRETE

TO BE REMOVED

CUT TO EL. 51.63

10' - 4 1/2" 30' - 7 1/2"

EXISTING CONCRETE

TO BE REMOVED

CUT TO EL. 51.63

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S-103

M O

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C1 PLAN - DEMOLITION MONOLITH 4

NTS

D6 PROFILE - DEMOLITION MONOLITH 4

NTS

A6 SECTION - DEMOLITION MONOLITH 4

NTS

NOTE:

1. DIMENSIONS ARE APPROXIMATE. LOCATION OF STOPLOG SLOTS MUST BE FIELD VERIFIED.

2. DIMENSION LINES MEASURE FROM RELEVANT STATIONS TO CENTERLINE OF STOPLOG SLOT

3. FIELD VERIFY MEASUREMENTS BEFORE CUTTING

4. LENGTH OF PARAPET WALL TO BE REMOVED SHALL BE DETERMINED BY THE CONTRACTOR AND

SUBMITTED FOR GOVERNMENT APPROVAL. RECOMMENDED EXTENTS OF RAILING TO REPLACE

PARAPET WALL ARE SHOWN ON S-521 AND S-522.

5. EXISTING CRANE MOUNTING BASE PLATE MUST BE REMOVED FROM LANDSIDE WALKWAY PRIOR

TO CONSTRUCTION. EXISTING ELECTRICAL CONDUIT FOR SPOTLIGHT ON RIVERSIDE PARAPET

WALL MUST BE RELOCATED PRIOR TO CONSTRUCTION.

45' - 7 1/2"15' - 4 1/2"

EXISTING CONCRETE

TO BE REMOVED

STOPLOG SLOT (TYP)

(SEE DETAIL F4 S-516)

℄SLOT

STATION 5+83.665 D

EXISTING CONCRETE

TO BE REMOVED

A2 S-105

A6 S-105

STA. 5+68.28D STA. 6+29.29D

MOORING BIT

TO BE REMOVED

EXISTING CABLE

TRENCH

EXISTING CABLE

TRENCH

PARAPET WALL TO BE REMOVED

EXISTING CONCRETE

TO BE REMOVED

CUT TO EL. 49.63

REMOVE MOORING

BITT

45' - 7 1/2"15' - 4 1/2"

PARAPET WALL TO BE REMOVED

(SEE NOTE 4)

EXISTING CONCRETE

TO BE REMOVED

CUT TO EL. 49.63

EXISTING CABLE

TRENCH

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FINAL REVIEW

S-105

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C2 PLAN - DEMOLITION MONOLITH 19

NTS

A2 SECTION - DEMOLITION MONOLITH 19

NTS

A6 SECTION - DEMOLITION MONOLITH 19

NTS

NOTE:

1. DIMENSIONS ARE APPROXIMATE. LOCATION OF STOPLOG SLOTS MUST BE FIELD VERIFIED.

2. DIMENSION LINES MEASURE FROM RELEVANT STATIONS TO CENTERLINE OF STOPLOG SLOT

3. FIELD VERIFY MEASUREMENTS BEFORE CUTTING

4. LENGTH OF PARAPET WALL TO BE REMOVED SHALL BE DETERMINED BY THE CONTRACTOR AND

SUBMITTED FOR GOVERNMENT APPROVAL. RECOMMENDED EXTENTS OF RAILING TO REPLACE

PARAPET WALL ARE SHOWN ON S-521 AND S-522.

EXISTING CONCRETE

TO BE REMOVED (TYP)

STOPLOG SLOT (TYP)

(SEE DETAIL F4 S-516)

SYMMETRICAL ABOUT ℄

℄SLOT

STATION 6+74.92 D

A6 S-106

A2 S-106

/2

/2

EXISTING COMMUNICATIONS

UTILITIES TO BE REMOVED

EXISTING CONCRETE

TO BE REMOVED

CUT TO EL 49.63.

℄SLOT

STATION 6+74.92 D

PARAPET WALL TO BE REMOVED

(SEE NOTE 4)

EXISTING CONCRETE

TO BE REMOVED

CUT TO EL. 49.63

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A2 SECTION - DEMOLITION MONOLITH 20

NTS A6 SECTION - DEMOLITION MONOLITH 20

NTS

PLAN - DEMOLITION MONOLITH 20D3 NTS

NOTE:

1. DIMENSIONS ARE APPROXIMATE. LOCATION

OF STOPLOG SLOTS MUST BE FIELD

VERIFIED.

2. DIMENSION LINES MEASURE FROM

RELEVANT STATIONS TO CENTERLINE OF

STOPLOG SLOT

3. FIELD VERIFY MEASUREMENTS BEFORE

CUTTING

4. LENGTH OF PARAPET WALL TO BE

REMOVED SHALL BE DETERMINED BY THE

CONTRACTOR AND SUBMITTED FOR

GOVERNMENT APPROVAL. RECOMMENDED

EXTENTS OF THE RAILING TO REPLACE

PARAPET WALL ARE SHOWN ON S-521 AND

S-522.

/2

BARS ON TOP)

(LONGITUDINAL

EACH WAY

# 6 BARS @ 1'-3"

# 6 DOWEL

C STRUT TYPE 2

C STRUT TYPE 3

C STRUT TYPE 3

C STRUT TYPE 3

SUPPORT STRUTS

SILL BEAM

ANCHORS AND NEW

COMPRESSION

C OF EXISTING

ANCHOR (TYP.)

TRESTLE COMPRESSION

EXISTING POIREE

EL. 52.63

27'-10 "7'-7" 5'-7"

C STRUT TYPE 3

C STRUT TYPE 3

C STRUT TYPE 3

C STRUT TYPE 2

C STRUT TYPE 3

C STRUT TYPE 3

C STRUT TYPE 3

# 6 DOWEL

2' - 0"

STOPLOGS TO REST ON.

BEAM FOR

WITH THE TOP OF SILL

POUR CONCRETE FLUSH

42'-0 1/2 "

10'-0"2'-0 1/2 "

⅝

⅜

10'-0"10'-0"10'-0"

5 SPACES @ 2'-0" ~3/8" STIFFENER P

5 SPACES @ 2'-0" ~3/8" STIFFENER P 5 SPACES @ 2'-0" ~3/8" STIFFENER P 5 SPACES @ 2'-0" ~3/8" STIFFENER P

1" STIFFENER P AT C STRUT

1" STIFFENER P AT C STRUT

C STRUT TYPE 3

1" STIFFENER P AT C STRUT

C STRUT TYPE 3

1" STIFFENER P AT C STRUT

C STRUT TYPE 2

1" STIFFENER P AT C STRUT

C STRUT TYPE 1

FACE OF LOCK WALL

/8

CHAMBER

SYM. ABOUT C LOCK

C STRUT TYPE 3

BEAM

EXTENSION

HP 12X63 SILL

BEAM

EXTENSION

SILL

HP 12X63

C STRUT TYPE 1

INSERT. SEE S-517

STOPLOG RECESS

SYM. ABOUT C LOCK CHAMBER

5'-7"

2'-0" 2'-0"

C STRUT TYPE 1

C STRUT TYPE 2

C STRUT TYPE 1

CHAMBER

SYM. ABOUT C LOCK

CHAMBER

SYM. ABOUT C LOCK

EL. 50.63INSERT. SEE S-517

STOPLOG RECESS

INSERT. SEE S-517

STOPLOG RECESS

BEAM

EXTENSION

SILL

HP 12X63

SUPPORT STRUTS

SILL BEAM

ANCHORS AND NEW

COMPRESSION

C OF EXISTING

ANCHOR (TYP.)

TRESTLE COMPRESSION

EXISTING POIREE

BEAM

EXTENSION

SILL

HP 12X63

/2

EL. 50.63

12'-7 " 42'-10" 11'-7"5'-7"42'-10"

FOR CLARITY

STOPLOGS SHOWN

SILL BEAM DETAIL

AND TYPICAL REINFORCEMENT

MONOLITH 4 STRUT LAYOUT

MONOLITH 19 STRUT LAYOUT MONOLITH 20 STRUT LAYOUT D3 D6 D9

A1

E1

A2

S-519

S-519

FOR ADVERTISEMENT

S-518

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F7 F9 S-519 S-519

5. DETAILS D6 AND D9 DO NOT SHOW REINFORCEMENT FOR CLARITY.

4. ALL BOLTS SHALL BE ASTM F 593 GRADE 416 HT.

AND BOTTOM SURFACE OF LOWER FLANGE SHALL BE GROUND FLUSH.

FULL PENETRATION WELDS. WELDS ON TOP SURFACE OF UPPER FLANGE

3. SPLICES BETWEEN SEGMENTS OF HP12X63 SHALL BE BY

2. HP12X63 WILL BE A276 304L OR 316L STAINLESS STEEL.

INFILTRATION OF WATER INTO NEWLY POURED CONCRETE

BOTTOM AND ENDS OF HP12X63 SILL BEAM TO PREVENT

1. CONTRACTOR WILL USE GOVERNMENT APPROVED METHOD TO SEAL

NOTE:

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BOTH SIDES EXCEPT AT STRUT CONNECTION BOTH SIDES EXCEPT AT STRUT CONNECTION BOTH SIDES EXCEPT AT STRUT CONNECTION

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FINAL REVIEW

X-201

ST

AG

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NOTE:

THESE HYDROGRAPHS DEPICT HISTORICAL FACT ONLY, AND NO PREDICTION IS

INTENDED AS TO FUTURE WATER STAGES.

THE SUCCESSFUL BIDDER IS EXPECTED TO UNDERSTAND THE FACT THAT

FUTURE WATER STAGES, DESPITE ANY APPARENT HISTORICAL PATTERNS, ARE

DEPENDENT UPON VAGARIES OF NATURE AND MAY DIFFER DRASTICALLY AT ANY

TIME FROM ANY HISTORICAL PATTERNS THAT MAY BE INFERRED.

A MORE COMPLETE HISTORY OF RIVER STAGES IS AVAILABLE FROM THE U.S.

ARMY CORPS OF ENGINEER DISTRICT, VICKSBURG.

GAPS IN THE STAGE HYDROGRAPH INDICATE NO READING AVAILABLE.

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X-202

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AG

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NOTE:

THESE HYDROGRAPHS DEPICT HISTORICAL FACT ONLY, AND NO PREDICTION IS

INTENDED AS TO FUTURE WATER STAGES.

THE SUCCESSFUL BIDDER IS EXPECTED TO UNDERSTAND THE FACT THAT

FUTURE WATER STAGES, DESPITE ANY APPARENT HISTORICAL PATTERNS, ARE

DEPENDENT UPON VAGARIES OF NATURE AND MAY DIFFER DRASTICALLY AT ANY

TIME FROM ANY HISTORICAL PATTERNS THAT MAY BE INFERRED.

A MORE COMPLETE HISTORY OF RIVER STAGES IS AVAILABLE FROM THE U.S.

ARMY CORPS OF ENGINEER DISTRICT, VICKSBURG.

GAPS IN THE STAGE HYDROGRAPH INDICATE NO READING AVAILABLE.

G-001.pdf
Sheets and Views
G-001 COVER SHEET
Sheet 1
G-002.pdf
S-101.pdf
Sheets and Views
S-101
Sheet 1
S-102.pdf
Sheets and Views
S-102 EXISTING CONDITIONS - PLAN
Sheet 1
S-103.pdf
Sheets and Views
S-103
Sheet 1
S-104.pdf
Sheets and Views
S-104
Sheet 1
S-105.pdf
Sheets and Views
S-105
Sheet 1
S-106.pdf
Sheets and Views
S-106
Sheet 1
S-516.pdf
S-517.pdf
S-518.pdf
S-519.pdf
S-520.pdf
S-521.pdf
S-522.pdf
X-201.pdf
Sheets and Views
X-201 STAGE HYDROGRAPH UPPER POOL
Sheet 1
X-202.pdf
Sheets and Views
X-202 STAGE HYDROGRAPH LOWER POOL
Sheet 1

File details come from the government source that posted it. Updated .