A02 Stennis Miter Gate Rehab Solicitation Plans.pdf

PDF 31 MB Posted Jun 1, 2021

Attached to: NASA Stennis Space Center Miter Gate Rehabilitation Construction Contract
Solicitation number: W912P921R0036
Issued by: Department of the Army Corps of Engineers Engineering District St Louis

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal contract opportunity for the rehabilitation of miter gates at the National Aeronautics and Space Administration's John C. Stennis Space Center in Mississippi. The U.S. Army Corps of Engineers, St. Louis District is seeking a firm to remove, rehabilitate, and reinstall both the upper and lower miter gates at the navigation lock to maintain marine access to the NASA test facility into the future. Work includes blasting and painting the gates, replacing timber fenders and rubber seals, structural repairs, removing and rehabilitating the four gate leaf operating hydraulic cylinders, and other tasks. The solicitation number is W912P921R0036 and will be issued on or about May 21, 2021. The estimated value is between $5-10 million. The small business size standard is $39.5 million. Interested parties must register at beta.sam.gov to receive notification of the solicitation package release and monitor the site for any changes. The contract award will be unrestricted.

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Other files

File	Type	Posted
Amendment 0003 Mech Drawings FINAL.pdf	PDF	Jul 6, 2021
A22 Amenment 0003 W912P921R0036.pdf	PDF	Jul 6, 2021
Amendment 0002 2008 SSC Lock Investigation Report.pdf	PDF	Jun 24, 2021
A22 Amenment 0002 W912P921R0036.pdf	PDF	Jun 24, 2021
Amendment 0002 Appendix C Small Business Participation Commitment Document.pdf	PDF	Jun 24, 2021
Amendment 0002 2018 NASA Trent Lott Bascule Load Rating Report.pdf	PDF	Jun 24, 2021
Amendment 0002 SSC Nav Lock Miter Gate metalwork examples of damage.pdf	PDF	Jun 24, 2021
Amendment 0002 Attachment A PPQ.pdf	PDF	Jun 24, 2021
A23 Site Visit Sign In Sheet June 16 2021.pdf	PDF	Jun 16, 2021
A02 CP Ref Drawings - NASA Sitewide CP Rehab 2016.pdf	PDF	Jun 16, 2021
A02 SSC Nav Lock and Miter Gates As-builts.pdf	PDF	Jun 16, 2021
A02 Stop-logs for SSC Nav Lock.pdf	PDF	Jun 16, 2021
A22 NASA W912P921R0036 Amendment 0001.pdf	PDF	Jun 16, 2021
A02 Mechanical Drawings FINAL.pdf	PDF	Jun 16, 2021
A02 Mech Reference Drwgs.pdf	PDF	Jun 16, 2021
A22 NASA W912P921R0036 FINAL Solicitation.pdf	PDF	Jun 7, 2021
A22 NASA W912P921R0036 Draft Solicitation.pdf	PDF	Jun 1, 2021
A02 Stennis Miter Gate Rehab Adv specs.pdf	PDF	Jun 1, 2021

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SATELLITE

TRAILER

S1001

2605A/2605C/2605E/2605G

2605/2605B/2605D/2605F

T2407

LOWER GAINESVILLE

ROAD

2406A

S2110

ENDEAVOUR BOULEVARD

LOWER GAINESVILLE ROAD

2439,2440

2441,2442

RD "H"

2315 2316

RD"H"

RD"F"

3110A

T3201A

PDC

3203A

3412,3414

TRENT LOTT PARKWAY

O L

H W

S O

U T H

E R

R O

A D

T R

T T

A R

K W

A Y

E N

D E

A V

O U

RD "J"

3409,3411

PROPELLANT BLVD

S3406

T4073 T4076

T4077

ACCESS CANAL

RD"11"

0036 CANAL

& TEST STAND DOCKS

PUMP STATION

SPILLWAY

R D

MAIN

CANAL

CELL #3

7030,7031

U P P E

E S

A D

E N

D E

A V

U L E

V A R

T R

R K

W A

1201,1203

1000E

1000F

9319,9320,9321

1200,1202

LEARJET

EXHIBIT

SEWAGE

LAGOON

NO 1

STANDBY ROAD4

S T A

H W

SATURN DRIVE

EAST PEARL RIVER

T2414

S2420

T2415 2413

PISTOL SHEDS

T2409

T2426

S2436

U P P

E S

A D

CMPTS

9167,9145,9156

MOSES

COOK RD

IWTF (INDUST WASTE TREATMENT FAC) DEMOLISHED

1000G

OLD HWY 43

1000D

1000B

1000C

OIL/WATER

SEPARATOR

AREA

T-3211

B A L C

U L E V A R

LOWER GAINESVILLE RD

CTR 006

CTR 007

CTR 008

CTR 009

CTR-010

1100,1101

COLUMBIA DRIVE

CTR 011

CTR 012

CTR 013

4010A

CTR 005

RD"10"

R D

RD"6"

T-4005

5021 TUNNEL

RD"5"

4131,4132

CEDAR CLEAR

ISLAND ROAD

SHUTTLE ORBITER

ACCESS CANAL

42124211

RD"4"

S4301

RD"2A"

RD"2"

S4302

4321/4321A

33113310

3304A

V-267-LH

83048305

4305 PAVILION

RD"7"

3317,3318,3319

8203,8220

BLDG 7022

CELL #1

CELL #2

7022A

CELL #4

9316,9317,9318

9502,9503,9504

GRAVEL PIT RD

S O

U T H

R O

A D

H W Y

E N T

K W

TURTLESKIN ROAD

NEW TURTLESKIN ROAD

TURTLE

SKIN

CREEK

F L A T

A D

IGLOO ROAD

A N

D R

E W

A C

K S

A D

KELLAR ROAD

D U

M M

A D

BOMBING RANGE ROAD

LEONARD KIMBLE ROAD

SANITARY

LANDFILL

ABANDONED

(FILLED)

LEONARD KIMBLE ROAD

SATURN DRIVE

FLO

O D

LAIN

S A T U

LATERAL ACCESS RO

NOTCH R

OAD

A D

NOTCH R

OAD

RD"3"

RD"1A"

STANDBY ROAD

A D

BRANCH

R U

F F

A D

STANDBY ROAD

S H

U B

A D

B O

M B

A N

G E

A D

NAVY R

WOLF B

RANCH

WOLF BRANCH ROAD

D U

M M

A D

F L A T

A D

NEW TURTLESKIN ROAD

C O

M E T E R

(A K

R T L E S

M E T E R

H W

HICKORY

ROAD

ENDEAVOUR BOULEVARD

4123A

4123B

117.0681

COVINGTON

SHIP ISLAND

BILOXI

WAVELAND

GULFPORT

LONG BEACH

PASS CHRISTIAN

BAY ST. LOUIS

FEE AREA

PICAYUNE

BOGALUSA

SLIDELL

MANDEVILLE

MISSISSIPPI SOUND

CAT ISLAND

LAKE PONTCHARTRAIN

NEW ORLEANS

GULF OF MEXICO

P O

N T C

H A

R T R

U S

E W

A Y

INTERCOASTAL

ATE

DIAMONDHEAD

BUFFER

AREA

L A

23102311

TRENT LOTT PARKW

LOWER GAINSVILLE RD.

RD "H"

RD "J"

1000 1000 2000

JOHN C. STENNIS SPACE CENTER

SCALE IN MILES

4 0 4 8

SCALE IN FEET

0 N

11 10 9 8 7 6 5 4 3 2

13 12 11 10 9

8 7 6 5 4 2

DRAWING NO.AUTHORITY

ERONAUTICS AND

DMINISTRATION

PACE

ATIONAL

DESCRIPTION

REVISIONS

ENGINEER

SAFETY

APPROVED

AUTHORITY

SIZE

NO.

DWG

SYM

CHECKED

DRAWN

SIGNATURES

ZONE

DATE

A S

SHEET

REV

SSC, MS 39529-6000

SPACE CENTER

JOHN C. STENNIS

ENGINEER

SITE MANAGER/FACILITY MANAGER

SHT NO.

ENGINEER/ENVIRONMENTAL

SUBMITTED

CONCURRENCE

ISSUED

G-001

VICINITY MAP

PROJECT LOCATION MAP

VICINITY MAP

PROJECT LOCATION MAP

MITER GATE REHABILITATION

NAVIGATION LOCK

MITER GATE REHABILITATION

SHT. NO.

S-101

S-102

S-103

S-104

S-202

S-203

S-204

S-301

S-302

G-001

S-001

G-003

S-303

S-304

S-402

S-403

S-406

S-407

S-500

S-510

S-551

S-552

S-560

S-561

M-101

S-305

MITER GATE LAYDOWN GENERAL ARRANGEMENT

DRAWING INDEX

S-410 STRUCTURAL REPAIR DETAILS

NAVIGATION LOCK LAYOUT & WORK AREAS

GENERAL SCOPE OF REHABILITATION & GENERAL NOTES

S-562 MITER GATE LAYDOWN ELEVATIONS

S-563 MITER GATE TURNING FOOT DETAILS

S-511

S-520

G-002 REFERENCE DRAWING INDEX

PROJECT LOCATION MAPS - CONTRACT DRAWING INDEX

STOP LOG INSTALLATION PLAN - UPSTREAM

LOWER GATE - GATE & GATE MONOLITHS - ISOMETRIC VIEW

S-411 STRUCTURAL REPAIR DETAILS

EMI 21B395-01

DRAWING INDEX

DOCUMENT DESCRIPTION

UPPER GATE - UPPER GATE MONOLITHS - ISOMETRIC VIEW

UPPER GATE - GIRDER G2 THRU G5 PLAN RIGHT LEAF REPAIR LOCATIONS

UPPER GATE - UPSTREAM ELEVATION RIGHT LEAF REPAIR LOCATIONS

LOWER GATE - DOWNSTREAM ELEVATION RIGHT LEAF REPAIR LOCATIONS

LOWER GATE - GIRDER G1 THRU G3 PLAN RIGHT LEAF REPAIR LOCATIONS

LOWER GATE - GIRDER G9 AND G10 PLAN RIGHT LEAF REPAIR LOCATIONS

UPPER GATE - GIRDER G2 THRU G5 PLAN LEFT LEAF REPAIR LOCATIONS

UPPER GATE - UPSTREAM ELEVATION LEFT LEAF REPAIR LOCATIONS

LOWER GATE - DOWNSTREAM ELEVATION LEFT LEAF REPAIR LOCATIONS

LOWER GATE - GIRDER G1 THRU G3 PLAN LEFT LEAF REPAIR LOCATIONS

LOWER GATE - GIRDER G9 AND G10 PLAN LEFT LEAF REPAIR LOCATIONS

LOWER GATE - UPSTREAM ELEVATION LEFT LEAF REPAIR LOCATIONS

BOTTOM SEAL REPLACEMENT PLAN AND DETAILS

MITER GATE LAYDOWN TURNING TABLE (GFE)

MITER GATE LIFTING LUG AND LAYDOWN LUG INSTALLATION

S-306

S-307 LOWER GATE - UPSTREAM ELEVATION RIGHT LEAF REPAIR LOCATIONS

LOWER GATE - GIRDER G4 THRU G6 PLAN RIGHT LEAF REPAIR LOCATIONS

LOWER GATE - GIRDER G7 AND G8 PLAN RIGHT LEAF REPAIR LOCATIONS

S-404

S-405

LOWER GATE - GIRDER G4 THRU G6 PLAN LEFT LEAF REPAIR LOCATIONS

LOWER GATE - GIRDER G7 AND G8 PLAN LEFT LEAF REPAIR LOCATIONS

S-553

UPPER GATE MITER GATE LIFTING AND LAYDOWN LUG INSTALLATION

LOWER GATE MITER GATE LIFTING AND LAYDOWN LUG INSTALLATION

NAVIGATION LOCK

J.R.S.

R.D.K.

S.M.H.

S-554 MITER GATE LIFTING ARRANGEMENT

S-412 STRUCTURAL REPAIR DETAILS

M-501

M-502

HYDRAULIC CYLINDER RECESS PIPING - UPSTREAM

HYDRAULIC CYLINDER RECESS PIPING - DOWNSTREAMM-102

Space Center

John C. Stennis

UPPER GATE - DOWNSTREAM ELEVATION & GIRDER G1 PLAN RIGHT LEAF REPAIR LOCATIONS

UPPER GATE - DOWNSTREAM ELEVATION & GIRDER G1 PLAN LEFT LEAF REPAIR LOCATIONS

LOWER GATE TIMBER FENDER REPLACEMENT LOCATIONS

UPPER GATE TIMBER FENDER REPLACEMENT LOCATIONS

A.L.S.

08/31/2020

04/28/2021

NNS19AAOB03A

E-101 CATHODIC PROTECTION SYSTEM - NAVIGATION LOCK PLAN

M-500

ANCHOR BAR PIN, BUSHING, KEEPER PLATE DETAILS

ANCHOR BAR LINKAGES DETAILS

ANCHOR BAR ASSEMBLY PLAN AND ISOMETRIC

USACE SOLICITATION W912P9-21-R-0036

D.A.W.

04/30/2021

11 10 9 8 7 6 5 4 3 2

13 12 11 10 9

8 7 6 5 4 2

DRAWING NO.AUTHORITY

REVISION DATE: 04/16/2010 REV 1

ERONAUTICS AND

DMINISTRATION

PACE

ATIONAL

DESCRIPTION

REVISIONS

ENGINEER

SAFETY

APPROVED

AUTHORITY

SIZE

NO.

DWG

SYM

CHECKED

DRAWN

SIGNATURES

ZONE

DATE

A S

SHEET

REV

SSC, MS 39529-6000

SPACE CENTER

JOHN C. STENNIS

ENGINEER

SITE MANAGER/FACILITY MANAGER

SHT NO.

ENGINEER/ENVIRONMENTAL

SUBMITTED

CONCURRENCE

G-002

REFERENCE DRAWING INDEX

NAVIGATION LOCK

MITER GATE REHABILITATION

EMI 21B395-01

J.R.S.

R.D.K.

S.M.H.

REFERENCE DRAWING INDEX

200CL-A006

200CL-A007

200CL-A008

200CL-A009

200CL-A010

200CL-A011

200CL-A012

200CL-A013

200CL-A014

200CL-A015

200CL-A016

200CL-A019

200CL-A020

200CL-A047

200CL-A049

200CL-A050

200CL-A051

200CL-A070

200CL-A071

200CL-A072

200CL-A073

200CL-A074

200CL-A075

200CL-A076

200CL-A077

200CL-A078

200CL-A079

200CL-A080

200CL-A081

200CL-A082

200CL-A083

200CL-A084

200CL-A085

200CL-A086

200CL-A087

200CL-A088

200CL-A089

200CL-A090

200CL-A091

REFERENCE DRAWING INDEX

200CL-M201

MITER GATE OPERATING MACHINERY - HORIZONTAL ROLLERS & RACK GUIDE

HYDRAULIC PRESSURE SYSTEM - SCHEMATIC

HYDRAULIC PRESSURE SYSTEM - GENERAL PLAN200CL-M202

200CL-M203

200CL-M204

200CL-M205

200CL-M206

200CL-M207

200CL-M208

200CL-M209

200CL-M210

200CL-M211

HYDRAULIC PRESSURE SYSTEM - LEFT WALL UPPER END

HYDRAULIC PRESSURE SYSTEM - RIGHT WALL UPPER END

HYDRAULIC PRESSURE SYSTEM - RIGHT WALL CENTER SECTION

HYDRAULIC PRESSURE SYSTEM - HYDRAULIC PUMPS & DETAILS

HYDRAULIC PRESSURE SYSTEM - RIGHT WALL LOWER END

HYDRAULIC PRESSURE SYSTEM - LEFT WALL LOWER END

HYDRAULIC PRESSURE SYSTEM - CONTROL VALVE RECESS DETAILS

HYDRAULIC PRESSURE SYSTEM - PIPE SUPPORT DETAILS

GALLERY DRAINAGE PUMPS & PIPING

LOCK WALLS - UPPER END

LOCK WALLS - CHAMBER

LOCK WALLS - LOWER END

UPPER SILL

LOWER SILL

LOCK CULVERTS - INTAKE MANIFOLD

LOCK CULVERTS - UPPER END

LOCK CULVERTS - CHAMBER

LOCK CULVERTS - LOWER END

UPPER MITER GATE RECESSES

LOWER MITER GATE RECESSES

LOCK FLOOR, SUMP AND JOINT DETAILS

GALLERY

MITER GATES - ANCHORAGES

STOP LOG RECESSES

UPPER STOP LOG RECESSES - EMBEDDED METALS

LOWER STOP LOG RECESSES - EMBEDDED METALS

UPPER & LOWER MITER GATES

UPPER MITER GATE - DOWNSTREAM ELEVATION

UPPER MITER GATE - UPSTREAM ELEVATION

UPPER MITER GATE - GIRDERS G1 & G2

UPPER MITER GATE - GIRDER G3

UPPER MITER GATE - GIRDER G4

UPPER MITER GATE - GIRDER G5

UPPER MITER GATE - QUOIN & MITER GIRDERS

UPPER MITER GATE - DIAPHRAGMS & INTERCOSTALS

UPPER MITER GATE - GUDGEON PIN & DIAGONALS

UPPER MITER GATE - SILL DETAILS

LOWER MITER GATE - DOWNSTREAM ELEVATION

LOWER MITER GATE - UPSTREAM ELEVATION

LOWER MITER GATE - GIRDERS G1 & G2

LOWER MITER GATE - GIRDERS G3 THROUGH G8

LOWER MITER GATE - GIRDER G9

LOWER MITER GATE - GIRDER G10

LOWER MITER GATE - QUOIN GIRDER

LOWER MITER GATE - MITER GIRDER

LOWER MITER GATE - DIAPHRAGMS & INTERCOSTALS

LOWER MITER GATE - GUDGEON PIN & DIAGONALS

LOWER MITER GATE - SILL DETAILS

200CL-A092

UPPER AND LOWER MITER GATES - OPERATING STRUT CONNECTION

UPPER AND LOWER MITER GATES - QUOIN AND MITER SEAL

UPPER AND LOWER MITER GATES - PINTLE CASTING

UPPER AND LOWER MITER GATES - MITER GUIDE

UPPER AND LOWER MITER GATES - WALKWAY

UPPER AND LOWER MITER GATES - PINTLE BASE

UPPER AND LOWER MITER GATES - GATE ANCHORAGE AND WALL QUOIN

UPPER AND LOWER MITER GATES - WELD DATA PRESTRESSING

MITER GATE OPERATING MACHINERY - DESIGN DATA

MITER GATE OPERATING MACHINERY - ASSEMBLY

MITER GATE OPERATING MACHINERY - ANCHOR BOLT LOCATIONS

MITER GATE OPERATING MACHINERY - STRUT ASSEMBLY

MITER GATE OPERATING MACHINERY - SPRING CARTRIDGE

MITER GATE OPERATING MACHINERY - SECTOR GEAR

MITER GATE OPERATING MACHINERY - SECTOR GEAR BASE

MITER GATE OPERATING MACHINERY - ROLLER ASSEMBLY

MITER GATE OPERATING MACHINERY - RACK & RACK SUPPORT

200CL-A093

200CL-A094

200CL-A095

200CL-A096

200CL-A097

200CL-A098

200CL-A099

200CL-A100

200CL-M011

200CL-M001

200CL-M002

200CL-M003

200CL-M004

200CL-M005

200CL-M006

200CL-M007

200CL-M008

200CL-M009

200CL-M010

RECORD NO. DOCUMENT DESCRIPTIONRECORD NO. DOCUMENT DESCRIPTION

UPPER AND LOWER MITER GATES - ANCHORAGE LINKS

A.L.S.

EMI193A0SPSE00 SHEET CP-20, CATHODIC PROTECTION SYSTEM - NAVIGATION LOCK PLAN

EMI193A0SPSE00

SHEET CP-22, CATHODIC PROTECTION SYSTEM - UPPER AND LOWER MITER GATES ALT2

SHEET CP-21, CATHODIC PROTECTION SYSTEM - UPPER AND LOWER MITER GATES ALT1

SHEET CP-23, CATHODIC PROTECTION SYSTEM - UPPER AND LOWER MITER GATES DETAIL

SHEET CP-24, CATHODIC PROTECTION SYSTEM - UPPER AND LOWER MITER GATES DETAIL

08/31/2020

04/28/2021

NNS19AAOB03A

200CL-A001 PLANS AND ELEVATIONS - CONCRETE

USACE SOLICITATION W912P9-21-R-0036

D.A.W.

04/30/2021

S-0 AH10946b NAVIGATION LOCK STOP LOGS - GENERAL NOTES

S-1 AH10946b

S-2 AH10946b

S-3 AH10946b

S-4 AH10946b

S-5 AH10946b

S-6 AH10946b

S-7 AH10946b

S-8 AH10946b

S-9 AH10946b

S-10 AH10946b

S-11 AH10946b

NAVIGATION LOCK STOP LOGS - REGULAR - GENERAL DRAWING

NAVIGATION LOCK STOP LOGS - REGULAR - END ASSEMBLY DETAILS

NAVIGATION LOCK STOP LOGS - REGULAR - END SEAL, GUIDE ROLLER, PICKUP CASTING

NAVIGATION LOCK STOP LOGS - REGULAR - REACTION ROLLER HOUSING & DETAILS

NAVIGATION LOCK STOP LOGS - SPECIAL - END ASSEMBLY DETAILS

NAVIGATION LOCK STOP LOGS - SPECIAL - GENERAL DRAWING

NAVIGATION LOCK STOP LOGS - SPECIAL - END SEAL, REACTION AND PICK-UP CASTINGS

NAVIGATION LOCK STOP LOGS - PICKUP BEAM - PLAN, ELEVATION & DETAILS

NAVIGATION LOCK STOP LOGS - PICKUP BEAM - STRUCTURAL DETAILS

NAVIGATION LOCK STOP LOGS - PICKUP BEAM - SLING & END ROLLERS

NAVIGATION LOCK STOP LOGS - PICKUP BEAM - HOOKS, INTERLOCKS & DETAILS

11 10 9 8 7 6 5 4 3 2

13 12 11 10 9

8 7 6 5 4 2

DRAWING NO.AUTHORITY

REVISION DATE: 04/16/2010 REV 1

ERONAUTICS AND

DMINISTRATION

PACE

ATIONAL

DESCRIPTION

REVISIONS

ENGINEER

SAFETY

APPROVED

AUTHORITY

SIZE

NO.

DWG

SYM

CHECKED

DRAWN

SIGNATURES

ZONE

DATE

A S

SHEET

REV

SSC, MS 39529-6000

SPACE CENTER

JOHN C. STENNIS

ENGINEER

SITE MANAGER/FACILITY MANAGER

SHT NO.

ENGINEER/ENVIRONMENTAL

SUBMITTED

CONCURRENCE

G-003

MITER GATE REHABILITATION

EMI 21B395-01

J.R.S.

GENERAL SCOPE OF MITER GATE REHABILITATION

FOR DETAILED SCOPE REFER TO BIDDING SCHEDULE, SPECIFICATIONS AND THESE PLANS

GENERAL NOTES

AND GENERAL NOTES

GENERAL SCOPE OF REHABILITATION

DRAWING/DETAIL TITLEDRAWING NAME

1/8" = 1' 0"

DESIGNATION

SECTION/DETAIL LOCATION DESIGNATION

SECTION/DETAIL

BREAK LINE, MATERIAL

TO CONTINUE

REVISION CLOUD

NORTH ARROW

REVISION DESIGNATION

SCALE

1/8" = 1' 0"

GENERAL SYMBOLS ABBREVIATIONS

SCALE

SECTION DESIGNATION

SECTION

A.L.S.

AND 35 22 15.

MITER GATE SILLS, WALL QUOIN BLOCKS AND PINTLE SHOES AS SPECIFIED IN SECTIONS 35 50 56

WITH THE MITER GATES REMOVED, THE CONTRACTOR SHALL CONDUCT A DIVE INSPECTION OF THE

10. NAVIGATION LOCK UNDERWATER INSPECTION

IN SECTION 35 50 56.

AND CONTINUOUS CONTACT JUST AS THE GATE LEAVES REACH THE MITER POSITION AS SPECIFIED

ADJUSTED WHEN EACH LEAF IS LEVEL, AND THE QUOIN AND MITER BLOCKS COME INTO FIRM

OPERATING SYSTEM, THE GATES SHALL BE TEST OPERATED. THE ANCHOR BARS ARE CORRECTLY

INTO POSITION SUCH THAT GUDGEON PINS MAY BE INSTALLED. AFTER CONNECTION OF THE GATE

INSTALLED IN THE PROPER LOCATION, THE MITER GATE LEAFS SHALL BE UPRIGHTED AND MOVED

AFTER MITER GATE REHABILITATION IS COMPLETE AND REPLACEMENT ANCHOR BARS HAVE BEEN

9.INSTALLATION AND TESTING OF MITER GATES

PAINTED IN ACCORDANCE WITH SECTION 09 97 13.00 40.

SECTION 09 97 02. TURNING FEET AND ANCHOR BAR COMPONENTS SHALL BE BLASTED AND

SPECIFICATIONS. THE PAINT SYSTEM SHALL BE 3-A-Z, ALUMINUM VINYL, AS DESCRIBED IN

ALL SURFACES OF THE MITER GATES SHALL BE BLASTED AND PAINTED IN ACCORDANCE WITH THE

8.BLASTING AND PAINTING

AS WELL AS SPECIFIED IN SECTION 35 05 40.

APPURTENANCES SHALL BE REPLACED IN THE MACHINERY RECESS AS SHOWN IN THE DRAWINGS

CONDITION AS SPECIFIED IN SECTION 35 05 40. THE PIPING, VALVES, PIPE SUPPORTS, AND ALL

CYLINDER REHABILITATION FACILITY TO REHABILITATE THE HYDRAULIC CYLINDERS TO LIKE-NEW

OFF-SITE FACILITY FOR REHABILITATION. THE CONTRACTOR SHALL WORK WITH A PROFESSIONAL

THE MITER GATE HYDRAULIC ACTUATING CYLINDERS SHALL BE REMOVED AND TRANSFERRED TO AN

7.MITER GATE MACHINERY HYDRAULIC CYLINDER REHABILITATION

ANCHORAGE ASSEMBLY AND REINSTALLED AFTER INSTALLATION OF ANCHORAGE ASSEMBLY.

AND SECTION 05 50 15. THE LUBRICATION SYSTEM SHALL BE DISCONNECTED PRIOR TO REMOVAL OF

FABRICATED AND INSTALLED AT THE LOWER LEFT MITER GATE IN ACCORDANCE WITH THE DRAWINGS

REPLACEMENT ANCHOR BARS, GUDGEON PIN, CONNECTING PINS AND BUSHINGS SHALL BE

6.ANCHOR BAR REPLACEMENT FOR LOWER LEFT MITER GATE LEAF

DRAWINGS AND DEFINED IN THE SECTION 05 50 15.

THE BOTTOM SEAL ON EACH MITER GATE LEAF SHALL BE REMOVED AND REPLACED AS SHOWN ON THE

5.MITER GATE RUBBER SEAL REPLACEMENT

SPECIFIC REPAIR DETAILS ON SHEET S-410, S-411 AND S-412.

SPECIFIC LOCATIONS FOR STRUCTURAL REPAIR ARE CALLED OUT ON THE DRAWINGS AND REFER TO

3.STRUCTURAL MEMBER REPLACEMENT AND REPAIR

ALL TIMBER FENDERS SHALL BE REPLACED AS DESCRIBED ON THE DRAWINGS AND IN SECTION 05 50 15.

2.TIMBER FENDERS

DECK BARGE. THE SEQUENCE OF WORK IS DEFINED IN SECTION 35 50 56.

THE MITER GATES SHALL BE REMOVED FROM THE LOCK AND REHABILITATED WHILE LAID FLAT ON A

1. ACCESS TO MITER GATES

08/31/2020

04/28/2021

NNS19AAOB03A

WATER MAINWM

WOODWD

WIDTHW

UPSTREAMUS

UNDERGROUNDUGND

UNLESS NOTED OTHERWISEUNO

TYPICALTYP

TOP AND BOTTOMT&B

SYMMETRICALSYMM

STEELSTL

STAINLESS STEELSST

STENNIS SPACE CENTERSSC

SPECIFICATIONSSPEC

SIMILARSIM

SCHEDULESCH

SANITARYSAN

SOUTHS

RIVERWARDR/W

RIDGED GALVANIZED CONDUITRGC

RIDGED METAL CONDUITRMC

RADIUSR

PROGRAMMABLE LOGIC CONTROLPLC

PLATEP/L

OPPOSITE HANDOH

OUTSIDE FACEOF

ON CENTEROC

NOT TO SCALENTS

NUMBERNO

NEAR FACENF

NORTHN

MISCELLANEOUSMISC

MIRROREDMIRR

MINIMUMMIN

MAXIMUMMAX

LANDWARDL/W

LONGLG

INSIDE FACEIF

HEIGHTHT

HOLLOW METALHM

GOVERNMENT FURNISHED EQUIPMENTGFE

INSTALLED

GOVERNMENT FURNISHED, CONTRACTOR GFCI

GALVANIZEDGALV

FLANGEFLG

FLARED END SECTIONFES

FLOOR DRAIN FD

FAR FACEFF

EXISTINGEXIST

EACH WAYEW

ELECTRICAL METALLIC TUBING EMT

ELEVATIONEL

EXPANSION JOINTEJ

EACH FACEEF

EACHEA

DRAWINGDWG

DETAILSDTLS

DOWNSTREAMDS

DIAMETERDIA

CONTROL POINTCP

CONTRACTING OFFICERS REPRESENTATIVECOR

CONCRETECONC

CLEAN OUTCO

CONCRETE MASONRY UNITCMU

CORRUGATED METAL PIPECMP

CONSTRUCTION JOINTCJ

CLEARCLR

CURB & GUTTERC&G

CENTER LINEC/L

BOTTOMBOT

BITUMINOUSBITUM

BOLT CIRCLEBC

ALUMINUMALUM

ALTERNATE WITHALT W/

APPROXIMATEAPPROX

ABOVE FINISH FLOORAFF

TYPICAL WELD WRAP DETAIL

B11

SCALE: NO SCALE

OF ALL WELDED PLATES (TYP)

WRAP WELD AROUND END

WELD ACCESS HOLE (TYP)

THE MITER GATES SHALL BE FIELD VERIFIED PRIOR TO FABRICATING NEW MATERIALS.

8. DIMENSIONS GIVEN ON THESE PLANS THAT ARE RELATED TO EXISTING FEATURES OF

ENERGY, TITLE 29 CODE OF FEDERAL REGULATIONS (CFR) PART 1910.147 AND 1910.33.

PROCEDURES AS REQUIRED BY OSHA STANDARD FOR THE CONTROL OF HAZARDOUS

26 42 19.10. CONTRACTOR IS RESPONSIBLE FOR ALL LOCK-OUT/TAG-OUT

NFPA 70, NATIONAL ELECTRICAL CODE AND SPECIFICATION SECTIONS 26 00 00 AND

7. ALL ELECTRICAL WORK SHOWN ON SHEET E-101 SHALL BE IN ACCORDANCE WITH

SPECIFICATIONS.

BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL IN ACCORDANCE WITH THE

ONLY SIZE AND TYPE OF WELD REQUIRED. DETAILED WELDING INFORMATION SHALL

SOCIETY (AWS) AND ARE IN ACCORDANCE WITH AWS A2.4. WELD SYMBOLS INDICATE

6. WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN WELDING

TYPICAL WELD WRAP DETAIL BELOW.

WRAPPED AND CONTINUOUS AT THE ENDS OF MEMBERS AS SHOWN IN

5. FILLET WELDS SHALL BE CONTINUOUS THROUGH WELD ACCESS HOLES AND BE

SECTION 05 50 14.

4. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 AND SPECIFICATION

DRAWINGS.

3. MATERIALS FOR REPAIR ARE DEFINED IN THE SPECIFICATIONS AND ON THE

2. CONTRACTOR LAYDOWN AND STAGING AREAS ARE SHOWN ON SHEET S-001.

WHEN LOOKING DOWNSTREAM.

HAND BUT OTHERWISE IDENTICAL. THE RIGHT-HAND LEAF IS ON THE RIGHT

1. MITER GATES CONSIST OF A LEFT AND RIGHT-HAND LEAF WHICH ARE OPPOSITE

USACE SOLICITATION W912P9-21-R-0036

11 10 9 8 7 6 5 4 3 2

13 12 11 10 9

8 7 6 5 4 2

DRAWING NO.AUTHORITY

REVISION DATE: 04/16/2010 REV 1

ERONAUTICS AND

DMINISTRATION

PACE

ATIONAL

DESCRIPTION

REVISIONS

ENGINEER

SAFETY

APPROVED

AUTHORITY

SIZE

NO.

DWG

SYM

CHECKED

DRAWN

SIGNATURES

ZONE

DATE

A S

SHEET

REV

SSC, MS 39529-6000

SPACE CENTER

JOHN C. STENNIS

ENGINEER

SITE MANAGER/FACILITY MANAGER

SHT NO.

ENGINEER/ENVIRONMENTAL

SUBMITTED

CONCURRENCE

S-001

NAVIGATION LOCK LAYOUT

MITER GATE REHABILITATION

EMI 21B395-01

J.R.S.

R.D.K.

S.M.H.

SCALE: 1" = 50'

SHUTTLE PKWY

50' 100'0

PEARL RIVER/SSC LOWER CANAL SSC CANAL

CANAL PUMPING STATION

LOWER MITER GATE

UPPER MITER GATE

PLAN - NAVIGATION LOCK

UPSTREAM STOP LOG SLOTS

BASCULE BRIDGE

TO SSC ENTRANCE

LOCK CHAMBER

CONTRACTOR STORAGE AND STAGING AREA

SATISFACTION OF THE CONTRACTING OFFICER.

CONTRACT. ALL CONTRACTOR ATTRIBUTED CHANGES SHALL BE CORRECTED TO THE

AND CONDITIONS TO AS-IS CONDITION WHERE NOT IDENTIFIED AS TO BE MODIFIED BY

5. THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL APPLICABLE SSC ASSETS, GROUNDS, AND WORK AREAS

FLOW

NAVIGATION CANAL.

PLANT SPUDDING OPERATION TO PREVENT DAMAGE TO THE NAVIGATION LOCK FLOOR AND

4. CONTRACTOR SHALL TAKE EVERY PRECAUTION NECESSARY DURING THE USE OF FLOATING

STORAGE AREAS. DEBRIS AND WASTE SHALL NOT BE ALLOWED TO ACCUMULATE.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY HOUSEKEEPING CLEANUP OF WORK AND

2. CONTRACTOR STORAGE AREAS ARE AVAILABLE FOR THE DURATION OF THE CONTRACT.

ORIGINAL CONDITION FOLLOWING PROJECT COMPLETION.

1. ALL AREAS USED FOR CONSTRUCTION LAYDOWN OR STAGING SHALL BE RESTORED TO THEIR

GENERAL NOTES

MACHINERY / SWITCH GEAR BUILDING

LOWER GATE RIGHT LEAF

LOWER GATE LEFT LEAF

UPPER GATE RIGHT LEAF

UPPER GATE LEFT LEAF

A.L.S.

08/31/2020

04/28/2021

NNS19AAOB03A

CONTROL SHELTER

BRIDGE OPS

STATION OUTLET

CANAL PUMPING

TO BARGE DOCK (AVAILABLE FOR CONTRACTOR USE)

CONSTRUCTION LIMITS

LIMITS OF CONTRACTOR ACCESS

USACE SOLICITATION W912P9-21-R-0036

11 10 9 8 7 6 5 4 3 2

13 12 11 10 9

8 7 6 5 4 2

DRAWING NO.AUTHORITY

ERONAUTICS AND

DMINISTRATION

PACE

ATIONAL

DESCRIPTION

REVISIONS

ENGINEER

SAFETY

APPROVED

AUTHORITY

SIZE

NO.

DWG

SYM

CHECKED

DRAWN

SIGNATURES

ZONE

DATE

A S

SHEET

REV

SSC, MS 39529-6000

SPACE CENTER

JOHN C. STENNIS

ENGINEER

SITE MANAGER/FACILITY MANAGER

SHT NO.

ENGINEER/ENVIRONMENTAL

SUBMITTED

CONCURRENCE

S-101

UPPER GATE

ISOMETRIC - DOWNSTREAM VIEW

NAVIGATION LOCK

MITER GATE REHABILITATION

ISOMETRIC VIEW

SILL

RIGHT LEAF

LEFT LEAF

OPERATING STRUT

OPERATING CYLINDER

CULVERT

LOCK FLOOR

LOCK MONOLITH

EMI 21B395-01

SCALE: NONE

UPPER GATE MONOLITHS

K.H.M.

R.D.K.

S.M.H.

A.L.S.

08/31/2020

04/28/2021

NNS19AAOB03A

CULVERT

USACE SOLICITATION W912P9-21-R-0036

11 10 9 8 7 6 5 4 3 2

13 12 11 10 9

8 7 6 5 4 2

DRAWING NO.AUTHORITY

ERONAUTICS AND

DMINISTRATION

PACE

ATIONAL

DESCRIPTION

REVISIONS

ENGINEER

SAFETY

APPROVED

AUTHORITY

SIZE

NO.

DWG

SYM

CHECKED

DRAWN

SIGNATURES

ZONE

DATE

A S

SHEET

REV

SSC, MS 39529-6000

SPACE CENTER

JOHN C. STENNIS

ENGINEER

SITE MANAGER/FACILITY MANAGER

SHT NO.

ENGINEER/ENVIRONMENTAL

SUBMITTED

CONCURRENCE

S-102

ELEVATION

" = 1'-0"8

3SCALE: 4'0 2' 8'

UPPER GATE - DOWNSTREAM ELEVATION

AND GIRDER G1 PLAN

NAVIGATION LOCK

MITER GATE REHABILITATION

D1 D2 D3 D4 D5

RIGHT LEAF REPAIR LOCATIONS

D5D4D3D2D1

EMI 21B395-01

L DIAPHRAGMC L DIAPHRAGMC L DIAPHRAGMC L DIAPHRAGMC L DIAPHRAGMC

61'-8"

"4 311'-9 "4

311'-9 "4 311'-9 "4

311'-9 "2 17'-2"2

17'-2

"2 17'-2 "4

311'-9 "4 311'-9 "4

311'-9 "4 311'-9 "2

17'-2

"8 5FLG. P 12" x

"4 3FLG. P 12" x

"4 3FLG. P 13" x

L" DIAPHRAGM8

5L C " DIAPHRAGM8

5L C" DIAPHRAGM2

1L C " DIAPHRAGM2

1L C

" WEB P2

"2 1FLG. P 12" x

"8 5FLG. P 12" x

"4 3FLG. P 12" x

O U

T T

O O

U T F

L G 'S

" = 1'-0"8

3SCALE: 4'0 2' 8'

PLAN GIRDER G1

AAA A A A A A A

A A

AAAAAAAAAAA A

J.R.S.

R.D.K.

S.M.H.

MITER ENDQUOIN END

KEY PLAN

FLOW

WALKWAY DECK

A.L.S.

08/31/2020

04/28/2021

NNS19AAOB03A

S-410 THRU S-412.

2. LETTERED CALLOUTS ie: REFER TO SPECIFIC REPAIR DETAILS ON SHEETS

1. HANDRAILS, TIMBERS, DIAGONALS NOT SHOWN FOR CLARITY

NOTE:

USACE SOLICITATION W912P9-21-R-0036

PROJECT

LOCATION

11 10 9 8 7 6 5 4 3 2

13 12 11 10 9

8 7 6 5 4 2

DRAWING NO.AUTHORITY

REVISION DATE: 04/16/2010 REV 1

ERONAUTICS AND

DMINISTRATION

PACE

ATIONAL

DESCRIPTION

REVISIONS

ENGINEER

SAFETY

APPROVED

AUTHORITY

SIZE

NO.

DWG

SYM

CHECKED

DRAWN

SIGNATURES

ZONE

DATE

A S

SHEET

REV

SSC, MS 39529-6000

SPACE CENTER

JOHN C. STENNIS

ENGINEER

SITE MANAGER/FACILITY MANAGER

SHT NO.

ENGINEER/ENVIRONMENTAL

SUBMITTED

CONCURRENCE

S-103

GIRDER G2 THRU G5 PLAN

NAVIGATION LOCK

MITER GATE REHABILITATION

RIGHT LEAF REPAIR LOCATIONS

EMI 21B395-01

J.R.S.

R.D.K.

S.M.H.

" = 1'-0"8

3SCALE: 4'0 2' 8'

"2 17'-2"4

311'-9"4 311'-9"4

311'-9"4 311'-9"2

17'-2

D5D4D3D2D1

PLAN GIRDER G2

O U

T T

O O

U T F

L G S

"4 3FLG. P 12" x

" DIAPHRAGM8

5L " DIAPHRAGM2

" DIAPHRAGM8

" DIAPHRAGM2

1L C

" DIAPHRAGM2

"2 1FLG. P 12" x

"WEB P2

"4 3FLG. P 12" x

"4 3FLG. P 12" x L

D D D D

" = 1'-0"8

3SCALE: 4'0 2' 8'

"2 17'-2"4

311'-9"4 311'-9"4

311'-9"4 311'-9"2

17'-2

D5D4D3D2D1

PLAN GIRDER G3

O U

T T

O O

U T F

L G S

"4 3FLG. P 12" x

" DIAPHRAGM8

5L " DIAPHRAGM2

" DIAPHRAGM8

" DIAPHRAGM2

1L C

" DIAPHRAGM2

"2 1FLG. P 12" x

"WEB P2

"4 3FLG. P 12" x

"4 3FLG. P 12" x L

" = 1'-0"8

3SCALE: 4'0 2' 8'

"2 17'-2"4

311'-9"4 311'-9"4

311'-9"4 311'-9"2

17'-2

D5D4D3D2D1

PLAN GIRDER G4

O U

T T

O O

U T F

L G S

"4 3FLG. P 12" x

" DIAPHRAGM8

5L " DIAPHRAGM2

" DIAPHRAGM8

" DIAPHRAGM2

1L C

" DIAPHRAGM2

"2 1FLG. P 12" x

"WEB P2

"4 3FLG. P 12" x

"4 3FLG. P 12" x L

G D D D D D D D

B B B B B B

" = 1'-0"8

3SCALE: 4'0 2' 8'

"2 17'-2"4

311'-9"4 311'-9"4

311'-9"4 311'-9"2

17'-2

D5D4D3D2D1

PLAN GIRDER G5

O U

T T

O O

U T F

L G S

"4 3FLG. P 12" x

" DIAPHRAGM8

5L " DIAPHRAGM2

" DIAPHRAGM8

" DIAPHRAGM2

1L C

" DIAPHRAGM2

"WEB P2

"4 3FLG. P 12" x

"4 3FLG. P 12" x L

"2 1FLG. P 8" x

D D D D D D D

B B B B B B B B B

MITER ENDQUOIN END

MITER END

MITER ENDQUOIN END

QUOIN END

A.L.S.

08/31/2020

04/28/2021

NNS19AAOB03A

2. TIMBERS NOT SHOWN FOR CLARITY.

S-410 THRU S-412.

1. LETTERED CALLOUTS ie: REFER TO SPECIFIC REPAIR DETAILS ON SHEETS

NOTE

USACE SOLICITATION W912P9-21-R-0036

D.A.W. 04/30/2021

11 10 9 8 7 6 5 4 3 2

13 12 11 10 9

8 7 6 5 4 2

DRAWING NO.AUTHORITY

ERONAUTICS AND

DMINISTRATION

PACE

ATIONAL

DESCRIPTION

REVISIONS

ENGINEER

SAFETY

APPROVED

AUTHORITY

SIZE

NO.

DWG

SYM

CHECKED

DRAWN

SIGNATURES

ZONE

DATE

A S

SHEET

REV

SSC, MS 39529-6000

SPACE CENTER

JOHN C. STENNIS

ENGINEER

SITE MANAGER/FACILITY MANAGER

SHT NO.

ENGINEER/ENVIRONMENTAL

SUBMITTED

CONCURRENCE

S-104

3SCALE:

4'0 2' 8'

NAVIGATION LOCK

MITER GATE REHABILITATION

UPSTREAM ELEVATION

UPPER GATE

UPSTREAM ELEVATION

"2 17'-2"4

311'-9"4 311'-9"4

311'-9"4 311'-9"2

17'-2

61'-8"

D2 D3 D4 D5

RIGHT LEAF REPAIR LOCATIONS

L DIAPHRAGMC L DIAPHRAGMC L DIAPHRAGMC L DIAPHRAGMC L DIAPHRAGMC

EMI 21B395-01

J.R.S.

R.D.K.

S.M.H.

WALKWAY DECK

S-410 THRU S-412.

2. LETTERED CALLOUTS ie: REFER TO SPECIFIC REPAIR DETAILS ON SHEETS

1. HANDRAILS NOT SHOWN FOR CLARITY

NOTE:

A.L.S.

QUOIN ENDMITER END

08/31/2020

04/28/2021

NNS19AAOB03A

USACE SOLICITATION W912P9-21-R-0036

11 10 9 8 7 6 5 4 3 2

13 12 11 10 9

8 7 6 5 4 2

DRAWING NO.AUTHORITY

ERONAUTICS AND

DMINISTRATION

PACE

ATIONAL

DESCRIPTION

REVISIONS

ENGINEER

SAFETY

APPROVED

AUTHORITY

SIZE

NO.

DWG

SYM

CHECKED

DRAWN

SIGNATURES

ZONE

DATE

A S

SHEET

REV

SSC, MS 39529-6000

SPACE CENTER

JOHN C. STENNIS

ENGINEER

SITE MANAGER/FACILITY MANAGER

SHT NO.

ENGINEER/ENVIRONMENTAL

SUBMITTED

CONCURRENCE

S-202

3SCALE: 4'0 2' 8'

ELEVATION

7'-2"4

11'-9"4

11'-9"2

7'-2

61'-8"

7'-2 "4

11'-9 "4

11'-9 "2

7'-2

AND GIRDER G1 PLAN

UPPER GATE DOWNSTREAM ELEVATION

NAVIGATION LOCK

MITER GATE REHABILITATION

D5 D4 D3 D2 D1

LEFT LEAF REPAIR LOCATIONS

D1D2D3D4D5

EMI 21B395-01

L DIAPHRAGMC L DIAPHRAGMC L DIAPHRAGMC L DIAPHRAGMC

L DIAPHRAGMC

"8 5FLG. P 12" x

" DIAPHRAGM8

5L " DIAPHRAGM2

1L C C

" WEB P2

"4 3FLG. P 12" x L " DIAPHRAGM8

5L C

"8 5FLG. P 12" x L

O U

T T

O O

U T F

L G 'S

" DIAPHRAGM2

1L C " DIAPHRAGM2

1L C

"2 1FLG. P 12" x "4

3FLG. P 13" x L L

" = 1'-0"8

3SCALE: 4'0 2' 8'

PLAN GIRDER G1

A A A A A

A A A A A A

AAA

AAAAAAA

J.R.S.

R.D.K.

S.M.H.

MITER END

WALKWAY DECK

QUOIN END

FLOW

KEY PLAN

A.L.S.

08/31/2020

04/28/2021

NNS19AAOB03A

S-410 THRU S-412.

2. LETTERED CALLOUTS ie: REFER TO SPECIFIC REPAIR DETAILS ON SHEETS

1. HANDRAILS, TIMBERS, DIAGONALS NOT SHOWN FOR CLARITY

NOTE:

USACE SOLICITATION W912P9-21-R-0036

11 10 9 8 7 6 5 4 3 2

13 12 11 10 9

8 7 6 5 4 2

DRAWING NO.AUTHORITY

REVISION DATE: 04/16/2010 REV 1

ERONAUTICS AND

DMINISTRATION

PACE

ATIONAL

DESCRIPTION

REVISIONS

ENGINEER

SAFETY

APPROVED

AUTHORITY

SIZE

NO.

DWG

SYM

CHECKED

DRAWN

SIGNATURES

ZONE

DATE

A S

SHEET

REV

SSC, MS 39529-6000

SPACE CENTER

JOHN C. STENNIS

ENGINEER

SITE MANAGER/FACILITY MANAGER

SHT NO.

ENGINEER/ENVIRONMENTAL

SUBMITTED

CONCURRENCE

S-203

GIRDER G2 THRU G5 PLAN

NAVIGATION LOCK

MITER GATE REHABILITATION

LEFT LEAF REPAIR LOCATIONS

EMI 21B395-01

O U

T T

O O

U T F

L G 'S

"4 3FLG. P 12"x

"4 3FLG. P 12"x L

" DIAPHRAGM8

5L " DIAPHRAGM8

5L " DIAPHRAGM2

1L CCC " DIAPHRAGM2

1L C" DIAPHRAGM2

1L C

D5 D4 D3 D2 D1

4'0 2' 8'" = 1'-0"8

3SCALE:

O U

T T

O O

U T F

L G 'S

"4 3FLG. P 12"x

"4 3FLG. P 12"x L

" DIAPHRAGM8

5L " DIAPHRAGM8

5L " DIAPHRAGM2

1L CCC " DIAPHRAGM2

1L C" DIAPHRAGM2

1L C

D5 D4 D3 D2 D1

4'0 2' 8'" = 1'-0"8

3SCALE:

O U

T T

O O

U T F

L G 'S

"4 3FLG. P 12"x

"4 3FLG. P 12"x L

" DIAPHRAGM8

5L " DIAPHRAGM8

5L " DIAPHRAGM2

1L CCC " DIAPHRAGM2

1L C" DIAPHRAGM2

1L C

D5 D4 D3 D2 D1

4'0 2' 8'" = 1'-0"8

3SCALE:

O U

T T

O O

U T F

L G 'S

"4 3FLG. P 12"x

"4 3FLG. P 12"x L

" DIAPHRAGM8

5L " DIAPHRAGM8

5L " DIAPHRAGM2

1L CCC " DIAPHRAGM2

1L C" DIAPHRAGM2

1L C

D5 D4 D3 D2 D1

4'0 2' 8'" = 1'-0"8

3SCALE:

"2 1FLG. P 8"x L

L "4 1FLG. P 8"x 1

"4 311'-9 "4

311'-9 "4 311'-9 "4

311'-9 "2 17'-2

"4 311'-9 "4

311'-9 "4 311'-9 "4

311'-9 "2 17'-2

"4 311'-9 "4

311'-9 "4 311'-9 "4

311'-9 "2 17'-2

"4 311'-9 "4

311'-9 "4 311'-9 "4

311'-9 "2 17'-2

B J

B B

D J

J J

GRIND FLANGE FLUSH AND SMOOTH

REMOVE ERECTION TABS FROM GIRDER FLANGE

GRIND FLANGE FLUSH AND SMOOTH

REMOVE ERECTION TABS FROM GIRDER FLANGE

B B B

J.R.S.

R.D.K.

S.M.H.

D D

B B BB B

D D D D

B B B B

D D

B B

QUOIN ENDMITER END

MITER END

QUOIN END

PLAN GIRDER G5

PLAN GIRDER G3

PLAN GIRDER G4

PLAN GIRDER G2

A.L.S.

08/31/2020

04/28/2021

NNS19AAOB03A

S-410 THRU S-412.

2. LETTERED CALLOUTS ie: REFER TO SPECIFIC REPAIR DETAILS ON SHEETS

1. TIMBERS NOT SHOWN FOR CLARITY.

NOTE

USACE SOLICITATION W912P9-21-R-0036

11 10 9 8 7 6 5 4 3 2

13 12 11 10 9

8 7 6 5 4 2

DRAWING NO.AUTHORITY

ERONAUTICS AND

DMINISTRATION

PACE

ATIONAL

DESCRIPTION

REVISIONS

ENGINEER

SAFETY

APPROVED

AUTHORITY

SIZE

NO.

DWG

SYM

CHECKED

DRAWN

SIGNATURES

ZONE

DATE

A S

SHEET

REV

SSC, MS 39529-6000

SPACE CENTER

JOHN C. STENNIS

ENGINEER

SITE MANAGER/FACILITY MANAGER

SHT NO.

ENGINEER/ENVIRONMENTAL

SUBMITTED

CONCURRENCE

S-204

ELEVATION

NAVIGATION LOCK

MITER GATE REHABILITATION

D1 D2

61'-8"

"2 17'-2"4

311'-9"4 311'-9"4

311'-9"4 311'-9"2

17'-2

D5D4D3

LEFT LEAF REPAIR LOCATIONS

EMI 21B395-01

L DIAPHRAGMC L DIAPHRAGMC L DIAPHRAGMC L DIAPHRAGMC L DIAPHRAGMC

UPPER GATE UPSTREAM ELEVATION

J.R.S.

R.D.K.

S.M.H.

WALKWAY DECK

S-410 THRU S-412.

2. LETTERED CALLOUTS ie: REFER TO SPECIFIC REPAIR DETAILS ON SHEETS

1. HANDRAILS NOT SHOWN FOR CLARITY

NOTE:

A.L.S.

MITER ENDQUOIN END

08/31/2020

04/28/2021

NNS19AAOB03A

USACE SOLICITATION W912P9-21-R-0036

11 10 9 8 7 6 5 4 3 2

13 12 11 10 9

8 7 6 5 4 2

DRAWING NO.AUTHORITY

ERONAUTICS AND

DMINISTRATION

PACE

ATIONAL

DESCRIPTION

REVISIONS

ENGINEER

SAFETY

APPROVED

AUTHORITY

SIZE

NO.

DWG

SYM

CHECKED

DRAWN

SIGNATURES

ZONE

DATE

A S

SHEET

REV

SSC, MS 39529-6000

SPACE CENTER

JOHN C. STENNIS

ENGINEER

SITE MANAGER/FACILITY MANAGER

SHT NO.

ENGINEER/ENVIRONMENTAL

SUBMITTED

CONCURRENCE

S-301

LOWER GATE

ISOMETRIC - DOWNSTREAM VIEW

NAVIGATION LOCK

MITER GATE REHABILITATION

CULVERTDISCHARGE MANIFOLD

SILL

RIGHT LEAF

LEAF LEAF

OPERATING STRUT

OPERATING CYLINDER

CULVERT

EMI 21B395-01

GATE AND GATE MONOLITH

ISOMETRIC VIEW

SCALE: NONE

K.H.M.

R.D.K.

S.M.H.

A.L.S.

08/31/2020

04/28/2021

NNS19AAOB03A

USACE SOLICITATION W912P9-21-R-0036

11 10 9 8 7 6 5 4 3 2

13 12 11 10 9

8 7 6 5 4 2

DRAWING NO.AUTHORITY

ERONAUTICS AND

DMINISTRATION

PACE

ATIONAL

DESCRIPTION

REVISIONS

ENGINEER

SAFETY

APPROVED

AUTHORITY

SIZE

NO.

DWG

SYM

CHECKED

DRAWN

SIGNATURES

ZONE

DATE

A S

SHEET

REV

SSC, MS 39529-6000

SPACE CENTER

JOHN C. STENNIS

ENGINEER

SITE MANAGER/FACILITY MANAGER

SHT NO.

ENGINEER/ENVIRONMENTAL

SUBMITTED

CONCURRENCE

S-302

3SCALE: 4'0 2' 8'

WALKWAY DECK

7'-2 "4

11'-9 "4

11'-9 "2

7'-2

61'-8"

G10

LOWER GATE

DOWNSTREAM ELEVATION

NAVIGATION LOCK

MITER GATE REHABILITATION

D5D4D3D1 D2

RIGHT LEAF REPAIR LOCATIONS

EMI 21B395-01

A A A

AAAAAA

A A A

AAA

A A A

AAA

J.R.S.

R.D.K.

S.M.H.

A A A

QUOIN END MITER END

FLOW

KEY PLAN

A.L.S.

08/31/2020

04/28/2021

NNS19AAOB03A

S-410 THRU S-412.

2. LETTERED CALLOUTS ie: REFER TO SPECIFIC REPAIR DETAILS ON SHEETS

1. HANDRAILS, TIMBERS, DIAGONALS NOT SHOWN FOR CLARITY

NOTE:

USACE SOLICITATION W912P9-21-R-0036

11 10 9 8 7 6 5 4 3 2

13 12 11 10 9

8 7 6 5 4 2

DRAWING NO.AUTHORITY

ERONAUTICS AND

DMINISTRATION

PACE

ATIONAL

DESCRIPTION

REVISIONS

ENGINEER

SAFETY

APPROVED

AUTHORITY

SIZE

NO.

DWG

SYM

CHECKED

DRAWN

SIGNATURES

ZONE

DATE

A S

SHEET

REV

SSC, MS 39529-6000

SPACE CENTER

JOHN C. STENNIS

ENGINEER

SITE MANAGER/FACILITY MANAGER

SHT NO.

ENGINEER/ENVIRONMENTAL

SUBMITTED

CONCURRENCE

S-303

GIRDER G1 THRU G3 PLAN

NAVIGATION LOCK

MITER GATE REHABILITATION

RIGHT LEAF REPAIR LOCATIONS

EMI 21B395-01

J.R.S.

R.D.K.

S.M.H.

" = 1'-0"8

3SCALE:

PLAN GIRDER G2

4'0 2' 8'

7'-2"4

11'-9"4

11'-9"2

7'-2

D3D2D1 D4 D5

"4 3FLG. P 12" x

" DIAPHRAGM8

5L " DIAPHRAGM2

1L C C

L" WEB P2

" DIAPHRAGM2

1L C" DIAPHRAGM2

1L CC " DIAPHRAGM8

"4 3FLG. P 12" x L

"4 3FLG. P 12" x

"4 3FLG. P 13" x "2

1FLG. P 12" x

L L

G G

B B B

D D D D

O U

T T

O O

U T F

L G 'S

" = 1'-0"8

3SCALE:

PLAN GIRDER G1

4'0 2' 8'

7'-2"4

11'-9"4

11'-9"2

7'-2

D3D2D1 D4 D5

"8 5FLG. P 12" x

"4 3FLG. P 12" x

" DIAPHRAGM8

5L " DIAPHRAGM2

1L C C

L" WEB P2

" DIAPHRAGM2

1L C" DIAPHRAGM2

1L CC " DIAPHRAGM8

"4 3FLG. P 12" x L

"8 5FLG. P 12" x

"4 3FLG. P 13" x "2

1FLG. P 12" x

L L

O U

T T

O O

U T F

L G 'S

7'-2"4

11'-9"4

11'-9"2

7'-2

D3D2D1 D4 D5

" = 1'-0"8

3SCALE:

4'0 2' 8'

"4 3FLG. P 12" x

" DIAPHRAGM8

5L " DIAPHRAGM2

1L C C

L" WEB P2

" DIAPHRAGM2

1L C" DIAPHRAGM2

1L CC " DIAPHRAGM8

"4 3FLG. P 12" x L

"4 3FLG. P 12" x

"4 3FLG. P 13" x "2

1FLG. P 12" x

L L

PLAN GIRDER G3

B B

D D D D

O U

T T

O O

U T F

L G 'S

MITER ENDQUOIN END

MITER END

QUOIN END

QUOIN END MITER END

A.L.S.

08/31/2020

04/28/2021

NNS19AAOB03A

S-410 THRU S-412.

2. LETTERED CALLOUTS ie: REFER TO SPECIFIC REPAIR DETAILS ON SHEETS

1. TIMBERS NOT SHOWN FOR CLARITY.

NOTE

11 10 9 8 7 6 5 4 3 2

13 12 11 10 9

8 7 6 5 4 2

DRAWING NO.AUTHORITY

ERONAUTICS AND

DMINISTRATION

PACE

ATIONAL

DESCRIPTION

REVISIONS

ENGINEER

SAFETY

APPROVED

AUTHORITY

SIZE

NO.

DWG

SYM

CHECKED

DRAWN

SIGNATURES

ZONE

DATE

A S

SHEET

REV

SSC, MS 39529-6000

SPACE CENTER

JOHN C. STENNIS

ENGINEER

SITE MANAGER/FACILITY MANAGER

SHT NO.

ENGINEER/ENVIRONMENTAL

SUBMITTED

CONCURRENCE

S-304

GIRDER G4 THRU G6 PLAN

NAVIGATION LOCK

MITER GATE REHABILITATION

RIGHT LEAF REPAIR LOCATIONS

EMI 21B395-01

J.R.S.

R.D.K.

S.M.H.

" DIAPHRAGM8

" = 1'-0"8

3SCALE:

PLAN GIRDER G4

7'-2"4

11'-9"4

11'-9"2

7'-2

D3D2D1 D4 D5

"4 3FLG. P 12" x

" DIAPHRAGM8

5L " DIAPHRAGM2

1L C C

L" WEB P2

" DIAPHRAGM2

1L C" DIAPHRAGM2

1L CC " DIAPHRAGM8

"4 3FLG. P 12" x L

"4 3FLG. P 12" x

"4 3FLG. P 13" x "2

1FLG. P 12" x

L L

D D D D

O U

T T

O O

U T F

L G 'S

" = 1'-0"8

3SCALE:

PLAN GIRDER G5

7'-2"4

11'-9"4

11'-9"2

7'-2

D3D2D1 D4 D5

"4 3FLG. P 12" x

" DIAPHRAGM8

5L " DIAPHRAGM2

1L C C

L" WEB P2

" DIAPHRAGM2

1L C" DIAPHRAGM2

1L CC " DIAPHRAGM8

"4 3FLG. P 12" x L

"4 3FLG. P 12" x

"4 3FLG. P 13" x "2

1FLG. P 12" x

L L

O U

T T

O O

U T F

L G 'S

7'-2"4

11'-9"4

11'-9"2

7'-2

D3D2D1 D4 D5

" = 1'-0"8

3SCALE: 4'0 2' 8'

"4 3FLG. P 12" x

" DIAPHRAGM8

5L " DIAPHRAGM2

1L C C

L" WEB P2

" DIAPHRAGM2

1L C" DIAPHRAGM2

1L CC

"4 3FLG. P 12" x L

"4 3FLG. P 12" x

"4 3FLG. P 13" x "2

1FLG. P 12" x

L L

O U

T T

O O

U T F

L G 'S

4'0 2' 8'

PLAN GIRDER G6

QOUIN END MITER END

MITER ENDQUOIN END

A.L.S.

08/31/2020

04/28/2021

NNS19AAOB03A

3. TIMBERS NOT SHOWN FOR CLARITY.

REMOVED AND INSPECTED.

2. ADDITIONAL REPAIR AREAS MAY BE NOTED ON THIS SHEET ONCE THE GATE IS

S-410 THRU S-412.

1. LETTERED CALLOUTS ie: REFER TO SPECIFIC REPAIR DETAILS ON SHEETS

NOTES

USACE SOLICITATION W912P9-21-R-0036

11 10 9 8 7 6 5 4 3 2

13 12 11 10 9

8 7 6 5 4 2

DRAWING NO.AUTHORITY

ERONAUTICS AND

DMINISTRATION

PACE

ATIONAL

DESCRIPTION

REVISIONS

ENGINEER

SAFETY

APPROVED

AUTHORITY

SIZE

NO.

DWG

SYM

CHECKED

DRAWN

SIGNATURES

ZONE

DATE

A S

SHEET

REV

SSC, MS 39529-6000

SPACE CENTER

JOHN C. STENNIS

ENGINEER

SITE MANAGER/FACILITY MANAGER

SHT NO.

ENGINEER/ENVIRONMENTAL

SUBMITTED

CONCURRENCE

S-305

7'-2"4

11'-9"4

11'-9"2

7'-2

LOWER GATE

NAVIGATION LOCK

MITER GATE REHABILITATION

RIGHT LEAF REPAIR LOCATIONS

D3D2D1 D4 D5

PLAN GIRDER G7

" = 1'-0"8

3SCALE:

4'0 2' 8'

EMI 21B395-01

"4 3FLG. P 12" x

" DIAPHRAGM8

5L " DIAPHRAGM2

1L C C

L" WEB P2

" DIAPHRAGM2

1L C" DIAPHRAGM2

1L CC " DIAPHRAGM8

"4 3FLG. P 12" x L

"4 3FLG. P 12" x

"4 3FLG. P 13" x "2

1FLG. P 12" x

L L

7'-2"4

11'-9"4

11'-9"2

7'-2

D3D2D1 D4 D5

"4 3FLG. P 12" x

" DIAPHRAGM8

5L " DIAPHRAGM2

1L C C

L" WEB P2

" DIAPHRAGM2

1L C" DIAPHRAGM2

1L CC " DIAPHRAGM8

"4 3FLG. P 12" x L

"4 3FLG. P 12" x

"4 3FLG. P 13" x "2

1FLG. P 12" x

L L

O U

T T

O O

U T F

L G 'S

O U

T T

O O

U T F

L G 'S

GIRDER G7 AND G8 PLAN

J.R.S.

R.D.K.

S.M.H.

PLAN GIRDER G8

QUOIN END MITER END

A.L.S.

08/31/2020

04/28/2021

NNS19AAOB03A

3. TIMBERS NOT SHOWN FOR CLARITY.

REMOVED AND INSPECTED.

2. ADDITIONAL REPAIR AREAS MAY BE NOTED ON THIS SHEET ONCE THE GATE IS

S-410 THRU S-412.

1. LETTERED CALLOUTS ie: REFER TO SPECIFIC REPAIR DETAILS ON SHEETS

NOTES

USACE SOLICITATION W912P9-21-R-0036

11 10 9 8 7 6 5 4 3 2

13 12 11 10 9

8 7 6 5 4 2

DRAWING NO.AUTHORITY

REVISION DATE: 04/16/2010 REV 1

ERONAUTICS AND

DMINISTRATION

PACE

ATIONAL

DESCRIPTION

REVISIONS

ENGINEER

SAFETY

APPROVED

AUTHORITY

SIZE

NO.

DWG

SYM

CHECKED

DRAWN

SIGNATURES

ZONE

DATE

A S

SHEET

REV

SSC, MS 39529-6000

SPACE CENTER

JOHN C. STENNIS

ENGINEER

SITE MANAGER/FACILITY MANAGER

SHT NO.

ENGINEER/ENVIRONMENTAL

SUBMITTED

CONCURRENCE

S-306

4'0 2' 8'

4'0 2' 8'" = 1'-0"8

3SCALE:

LOWER GATE

NAVIGATION LOCK

MITER GATE REHABILITATION

RIGHT LEAF REPAIR LOCATIONS

D3D2D1 D4 D5

PLAN GIRDER G10

PLAN GIRDER G9

EMI 21B395-01

" = 1'-0"8

3SCALE:

"2 17'-2 "4

311'-9 "4 311'-9 "4

311'-9 "4 311'-9 "2

17'-2

O U

T T

O O

U T F

L G 'S

" DIAPHRAGM8

5L " DIAPHRAGM2

1L C C

"4 3FLG. P 12" x

"4 1FLG. P 8" x 1

" WEB P2

"4 3FLG. P 12" x

"4 3FLG. P 13" x

"2 1FLG. P 8" x

" DIAPHRAGM2

1L C" DIAPHRAGM2

1L C" DIAPHRAGM8

5L C

D3D2D1 D4 D5

"2 17'-2 "4

311'-9 "4 311'-9 "4

311'-9 "4 311'-9 "2

17'-2

O U

T T

O O

U T F

L G 'S

" DIAPHRAGM8

5L " DIAPHRAGM2

1L C C

"4 3FLG. P 12" x

" WEB P2

"4 3FLG. P 12" x

" DIAPHRAGM2

1L C" DIAPHRAGM2

1L C" DIAPHRAGM8

5L C

"2 1FLG. P 10" x

J.R.S.

R.D.K.

S.M.H.

GIRDER G9 AND G10 PLAN

QUOIN END MITER END

MITER ENDQUOIN END

A.L.S.

08/31/2020

04/28/2021

NNS19AAOB03A

3. TIMBERS NOT SHOWN FOR CLARITY.

REMOVED AND INSPECTED.

2. ADDITIONAL REPAIR AREAS MAY BE NOTED ON THIS SHEET ONCE THE GATE IS

S-410 THRU S-412.

1. LETTERED CALLOUTS ie: REFER TO SPECIFIC REPAIR DETAILS ON SHEETS

NOTES

USACE SOLICITATION W912P9-21-R-0036

UPSTREAM ELEVATION

G10

7'-2 "4

11'-9 "4

11'-9 "2

7'-2

61'-8"

D5D4D3D1 D2

" SKIN P8

" SKIN P16

" SKIN P2

SHOWN FOR CLARITY

END SECTION FENDERS NOT

NOTE:

QUOIN ENDMITER END

11 10 9 8 7 6 5 4 3 2

13 12 11 10 9

8 7 6 5 4 2

DRAWING NO.AUTHORITY

ERONAUTICS AND

DMINISTRATION

PACE

ATIONAL

DESCRIPTION

REVISIONS

ENGINEER

SAFETY

APPROVED

AUTHORITY

SIZE

NO.

DWG

SYM

CHECKED

DRAWN

SIGNATURES

ZONE

DATE

A S

SHEET

REV

SSC, MS 39529-6000

SPACE CENTER

JOHN C. STENNIS

ENGINEER

SITE MANAGER/FACILITY MANAGER

SHT NO.

ENGINEER/ENVIRONMENTAL

SUBMITTED

CONCURRENCE

ISSUED

LOWER GATE

NAVIGATION LOCK

MITER GATE REHABILITATION

RIGHT LEAF REPAIR LOCATIONS

EMI 21B395-01 S-307

J.R.S.

S.M.H.

A.L.S.

UPSTREAM ELEVATION

08/31/2020

04/28/2021

NNS19AAOB03A

WALKWAY DECK

S-410 THRU S-412.

2. LETTERED CALLOUTS ie: REFER TO SPECIFIC REPAIR DETAILS ON SHEETS

1. HANDRAIL NOT SHOWN FOR CLARITY.

NOTES

USACE SOLICITATION W912P9-21-R-0036

11 10 9 8 7 6 5 4 3 2

13 12 11 10 9

8 7 6 5 4 2

DRAWING NO.AUTHORITY

ERONAUTICS AND

DMINISTRATION

PACE

ATIONAL

DESCRIPTION

REVISIONS

ENGINEER

SAFETY

APPROVED

AUTHORITY

SIZE

NO.

DWG

SYM

CHECKED

DRAWN

SIGNATURES

ZONE

DATE

A S

SHEET

REV

SSC, MS 39529-6000

SPACE CENTER

JOHN C. STENNIS

ENGINEER

SITE MANAGER/FACILITY MANAGER

SHT NO.

ENGINEER/ENVIRONMENTAL

SUBMITTED

CONCURRENCE

S-402

ELEVATION

7'-2"4

11'-9"4

11'-9"2

7'-2

61'-8"

WALKWAY DECK

G10

LOWER GATE

DOWNSTREAM ELEVATION

NAVIGATION LOCK

MITER GATE REHABILITATION

D5 D4 D3 D2 D1

LEFT LEAF REPAIR LOCATIONS

EMI 21B395-01

4'0 2' 8'

A A A

A A A A

A A

AAA

A A A

A A

A A A A

A A A

J.R.S.

R.D.K.

S.M.H.

AAA

MITER END QUOIN END

FLOW

KEY PLAN

GRIND FLUSH AND SMOOTH

REMOVE EXISTING TAB

A.L.S.

08/31/2020

04/28/2021

NNS19AAOB03A

S-410 THRU S-412.

2. LETTERED CALLOUTS ie: REFER TO SPECIFIC REPAIR DETAILS ON SHEETS

1. HANDRAILS, TIMBERS, DIAGONALS NOT SHOWN FOR CLARITY

NOTE:

USACE SOLICITATION W912P9-21-R-0036

11 10 9 8 7 6 5 4 3 2

13 12 11 10 9

8 7 6 5 4 2

DRAWING NO.AUTHORITY

ERONAUTICS AND

DMINISTRATION

PACE

ATIONAL

DESCRIPTION

REVISIONS

ENGINEER

SAFETY

APPROVED

AUTHORITY

SIZE

NO.

DWG

SYM

CHECKED

DRAWN

SIGNATURES

ZONE

DATE

A S

SHEET

REV

SSC, MS 39529-6000

SPACE CENTER

JOHN C. STENNIS

ENGINEER

SITE MANAGER/FACILITY MANAGER

SHT NO.

ENGINEER/ENVIRONMENTAL

SUBMITTED

CONCURRENCE

S-403

LOWER GATE

GIRDER G1 THRU G3 PLAN

NAVIGATION LOCK

MITER GATE REHABILITATION

LEFT LEAF REPAIR LOCATIONS

PLAN GIRDER G2

EMI 21B395-01

7'-2 "4

11'-9 "4

11'-9 "2

7'-2

D2 D1D3

" DIAPHRAGM2

" DIAPHRAGM8

C C " DIAPHRAGM8

5L C" DIAPHRAGM2

1L C " DIAPHRAGM2

1L C

"4 3FLG. P 12" x

"4 3FLG. P 13" x

"2 1FLG. P 12" x

"4 3FLG. P 12" x

"WEB P2

"4 3FLG. P 12" x

O U

T T

O O

U T F

L G 'S

D D D

G G

J.R.S.

R.D.K.

S.M.H.

B B B

D D D D

" = 1'-0"8

3SCALE: 4'0 2' 8'

7'-2 "4

11'-9 "4

11'-9 "2

7'-2

D2 D1D3

" DIAPHRAGM2

" DIAPHRAGM8

C C " DIAPHRAGM8

5L C" DIAPHRAGM2

1L C " DIAPHRAGM2

1L C

"4 3FLG. P 12" x

"4 3FLG. P 13" x

"2 1FLG. P 12" x

"4 3FLG. P 12" x

"WEB P2

"4 3FLG. P 12" x

O U

T T

O O

U T F

L G 'S

B B

GRIND FLUSH AND SMOOTH

REMOVE TABS WELDED TO GIRDER FLANGE

PLAN GIRDER G3

" = 1'-0"8

3SCALE: 4'0 2' 8'

PLAN GIRDER G1

7'-2 "4

11'-9 "4

11'-9 "2

7'-2

D2 D1D3

" DIAPHRAGM2

" DIAPHRAGM8

C C " DIAPHRAGM8

5L C" DIAPHRAGM2

1L C " DIAPHRAGM2

1L C

"8 5FLG. P 12" x

"4 3FLG. P 13" x

"2 1FLG. P 12" x

"8 5FLG. P 12" x

"WEB P2

"4 3FLG. P 12" x

O U

T T

O O

U T F

L G 'S

1MITER END QUOIN END

QUOIN ENDMITER END

MITER END QUOIN END

A.L.S.

08/31/2020

04/28/2021

NNS19AAOB03A

S-410 THRU S-412.

2. LETTERED CALLOUTS ie: REFER TO SPECIFIC REPAIR DETAILS ON SHEETS

1. TIMBERS NOT SHOWN FOR CLARITY.

NOTES

D.A.W. 04/30/2021

11 10 9 8 7 6 5 4 3 2

13 12 11 10 9

8 7 6 5 4 2

DRAWING NO.AUTHORITY

ERONAUTICS AND

DMINISTRATION

PACE

ATIONAL

DESCRIPTION

REVISIONS

ENGINEER

SAFETY

APPROVED

AUTHORITY

SIZE

NO.

DWG

SYM

CHECKED

DRAWN

SIGNATURES

ZONE

DATE

A S

SHEET

REV

SSC, MS 39529-6000

SPACE CENTER

JOHN C. STENNIS

ENGINEER

SITE MANAGER/FACILITY MANAGER

SHT NO.

ENGINEER/ENVIRONMENTAL

SUBMITTED

CONCURRENCE

S-404

" = 1'-0"8

3SCALE:

" = 1'-0"8

3SCALE: 4'0 2' 8'

4'0 2' 8'

7'-2 "4

11'-9 "4

11'-9 "2

7'-2

LOWER GATE

GIRDER G4 THRU G6 PLAN

NAVIGATION LOCK

MITER GATE REHABILITATION

LEFT LEAF REPAIR LOCATIONS

PLAN GIRDER G5

PLAN GIRDER G4

EMI 21B395-01

D2 D1D3

" DIAPHRAGM2

" DIAPHRAGM8

C C " DIAPHRAGM8

5L C" DIAPHRAGM2

1L C " DIAPHRAGM2

1L C

"4 3FLG. P 12" x

"4 3FLG. P 13" x

"2 1FLG. P 12" x

"4 3FLG. P 12" x

"WEB P2

"4 3FLG. P 12" x

O U

T T

O O

U T F

L G 'S

7'-2 "4

11'-9 "4

11'-9 "2

7'-2

D2 D1D3

" DIAPHRAGM2

" DIAPHRAGM8

C C " DIAPHRAGM8

5L C" DIAPHRAGM2

1L C " DIAPHRAGM2

1L C

"4 3FLG. P 12" x

"4 3FLG. P 13" x

"2 1FLG. P 12" x

"4 3FLG. P 12" x

"WEB P2

"4 3FLG. P 12" x

O U

T T

O O

U T F

L G 'S

7'-2 "4

11'-9 "4

11'-9 "2

7'-2

D2 D1D3

" DIAPHRAGM2

" DIAPHRAGM8

C C " DIAPHRAGM8

5L C" DIAPHRAGM2

1L C " DIAPHRAGM2

1L C

"4 3FLG. P 12" x

"4 3FLG. P 13" x

"2 1FLG. P 12" x

"4 3FLG. P 12" x

"WEB P2

"4 3FLG. P 12" x

O U

T T

O O

U T F

L G 'S

PLAN GIRDER G6

G G

J.R.S.

R.D.K.

S.M.H.

MITER END QUOIN END

QUOIN ENDMITER END

A.L.S.

08/31/2020

04/28/2021

NNS19AAOB03A

3. TIMBERS NOT SHOWN FOR CLARITY.

REMOVED AND INSPECTED.

2. ADDITIONAL REPAIR AREAS MAY BE NOTED ON THIS SHEET ONCE THE GATE IS

S-410 THRU S-412.

1. LETTERED CALLOUTS ie: REFER TO SPECIFIC REPAIR DETAILS ON SHEETS

NOTES

USACE SOLICITATION W912P9-21-R-0036

11 10 9 8 7 6 5 4 3 2

13 12 11 10 9

8 7 6 5 4 2

DRAWING NO.AUTHORITY

ERONAUTICS AND

DMINISTRATION

PACE

ATIONAL

DESCRIPTION

REVISIONS

ENGINEER

SAFETY

APPROVED

AUTHORITY

SIZE

NO.

DWG

SYM

CHECKED

DRAWN

SIGNATURES

ZONE

DATE

A S

SHEET

REV

SSC, MS 39529-6000

SPACE CENTER

JOHN C. STENNIS

ENGINEER

SITE MANAGER/FACILITY MANAGER

SHT NO.

ENGINEER/ENVIRONMENTAL

SUBMITTED

CONCURRENCE

S-405

" = 1'-0"8

3SCALE: 4'0 2' 8'

7'-2 "4

11'-9 "4

11'-9 "2

7'-2

LOWER GATE

NAVIGATION LOCK

MITER GATE REHABILITATION

LEFT LEAF REPAIR LOCATIONS

PLAN GIRDER G7

EMI 21B395-01

D2 D1D3

" DIAPHRAGM2

" DIAPHRAGM8

C C " DIAPHRAGM8

5L C" DIAPHRAGM2

1L C " DIAPHRAGM2

1L C

"4 3FLG. P 12" x

"4 3FLG. P 13" x

"2 1FLG. P 12" x

"4 3FLG. P 12" x

"WEB P2

"4 3FLG. P 12" x

O U

T T

O O

U T F

L G 'S

7'-2 "4

11'-9 "4

11'-9 "2

7'-2

D2 D1D3

" DIAPHRAGM2

" DIAPHRAGM8

C C " DIAPHRAGM8

5L C" DIAPHRAGM2

1L C " DIAPHRAGM2

1L C

"4 3FLG. P 12" x

"4 3FLG. P 13" x

"2 1FLG. P 12" x

"4 3FLG. P 12" x

"WEB P2

"4 3FLG. P 12" x

O U

T T

O O

U T F

L G 'S

GIRDER G7 AND G8 PLAN

J.R.S.

R.D.K.

S.M.H.

PLAN GIRDER G8

MITER END QUOIN END

QUOIN ENDMITER END

A.L.S.

08/31/2020

04/28/2021

NNS19AAOB03A

3. TIMBERS NOT SHOWN FOR CLARITY.

REMOVED AND INSPECTED.

2. ADDITIONAL REPAIR AREAS MAY BE NOTED ON THIS SHEET ONCE THE GATE IS

S-410 THRU S-412.

1. LETTERED CALLOUTS ie: REFER TO SPECIFIC REPAIR DETAILS ON SHEETS

NOTES

USACE SOLICITATION W912P9-21-R-0036

11 10 9 8 7 6 5 4 3 2

13 12 11 10 9

8 7 6 5 4 2

DRAWING NO.AUTHORITY

ERONAUTICS AND

DMINISTRATION

PACE

ATIONAL

DESCRIPTION

REVISIONS

ENGINEER

SAFETY

APPROVED

AUTHORITY

SIZE

NO.

DWG

SYM

CHECKED

DRAWN

SIGNATURES

ZONE

DATE

A S

SHEET

REV

SSC, MS 39529-6000

SPACE CENTER

JOHN C. STENNIS

ENGINEER

SITE MANAGER/FACILITY MANAGER

SHT NO.

ENGINEER/ENVIRONMENTAL

SUBMITTED

CONCURRENCE

S-406

4'0 2' 8'

4'0 2' 8'" = 1'-0"8

3SCALE:

LOWER GATE

MITER GATE REHABILITATION

LEFT LEAF REPAIR LOCATIONS

D3D4D5 D2 D1

PLAN GIRDER G10

PLAN GIRDER G9

" = 1'-0"8

3SCALE:

NAVIGATION LOCK

EMI 21B395-01

"4 3FLG. P 12" x

"4 3FLG. P 13" x

" DIAPHRAGM8

5L " DIAPHRAGM2

1L C C

O U

T T

O O

U T F

L G 'S

" DIAPHRAGM8

5L C " DIAPHRAGM2

1L C" DIAPHRAGM2

1L C

"4 3FLG. P 12" x

"2 1FLG. P 8" x

" WEB P2

"4 3FLG. P 12" x L

"4 1FLG. P 8" x 1

"2 17'-2 "4

311'-9 "4 311'-9 "4

311'-9 "4 311'-9 "2

17'-2

D3D4D5 D2 D1

"4 3FLG. P 12" x

" DIAPHRAGM8

5L " DIAPHRAGM2

1L C C

O U

T T

O O

U T F

L G 'S

" DIAPHRAGM8

5L C " DIAPHRAGM2

1L C" DIAPHRAGM2

1L C

"4 3FLG. P 12" x L

" WEB P2

"4 3FLG. P 12" x L

"4 3FLG. P 12" x

"2 17'-2 "4

311'-9 "4 311'-9 "4

311'-9 "4 311'-9 "2

17'-2

"2 1FLG. P 10" x

J.R.S.

R.D.K.

S.M.H.

GIRDER G9 AND G10 PLAN

MITER END QUOIN END

A.L.S.

08/31/2020

04/28/2021

NNS19AAOB03A

3. TIMBERS NOT SHOWN FOR CLARITY.

REMOVED AND INSPECTED.

2. ADDITIONAL REPAIR AREAS MAY BE NOTED ON THIS SHEET ONCE THE GATE IS

S-410 THRU S-412.

1. LETTERED CALLOUTS ie: REFER TO SPECIFIC REPAIR DETAILS ON SHEETS

NOTES

USACE SOLICITATION W912P9-21-R-0036

11 10 9 8 7 6 5 4 3 2

13 12 11 10 9

8 7 6 5 4 2

DRAWING NO.AUTHORITY

ERONAUTICS AND

DMINISTRATION

PACE

ATIONAL

DESCRIPTION

REVISIONS

ENGINEER

SAFETY

APPROVED

AUTHORITY

SIZE

NO.

DWG

SYM

CHECKED

DRAWN

SIGNATURES

ZONE

DATE

A S

SHEET

REV

SSC, MS 39529-6000

SPACE CENTER

JOHN C. STENNIS

ENGINEER

SITE MANAGER/FACILITY MANAGER

SHT NO.

ENGINEER/ENVIRONMENTAL

SUBMITTED

CONCURRENCE

S-407

LOWER GATE

UPSTREAM ELEVATION

NAVIGATION LOCK

MITER GATE REHABILITATION

UPSTREAM ELEVATION

LEFT LEAF REPAIR LOCATIONS

G10

D1D2D3D5 D4

7'-2 "4

11'-9 "4

11'-9 "2

7'-2

61'-8"

" SKIN P8

" SKIN P2

" SKIN P16

4'0 2' 8'

EMI 21B395-01

J.R.S.

R.D.K.

S.M.H.

SHOWN FOR CLARITY

END SECTION FENDERS NOT

NOTE:

WALKWAY DECK

QUOIN END MITER END

S-410 THRU S-412.

2. LETTERED CALLOUTS ie: REFER TO SPECIFIC REPAIR DETAILS ON SHEETS

1. HANDRAILS NOT SHOWN FOR CLARITY

NOTE:

A.L.S.

08/31/2020

04/28/2021

NNS19AAOB03A

USACE SOLICITATION W912P9-21-R-0036

11 10 9 8 7 6 5 4 3 2

13 12 11 10 9

8 7 6 5 4 2

DRAWING NO.AUTHORITY

REVISION DATE: 04/16/2010 REV 1

ERONAUTICS AND

DMINISTRATION

PACE

ATIONAL

DESCRIPTION

REVISIONS

ENGINEER

SAFETY

APPROVED

AUTHORITY

SIZE

NO.

DWG

SYM

CHECKED

DRAWN

SIGNATURES

ZONE

DATE

A S

SHEET

REV

SSC, MS 39529-6000

SPACE CENTER

JOHN C. STENNIS

ENGINEER

SITE MANAGER/FACILITY MANAGER

SHT NO.

ENGINEER/ENVIRONMENTAL

SUBMITTED

CONCURRENCE

S-410

STRUCTURAL REPAIR DETAILS

REPAIR `A' - DEMOLITION DETAIL `G4'REPAIR `A' - REBUILD

0 1' 2'6" 0 1' 2'6" 0 1' 2'6"

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

REPAIR `B' - DEMOLITION

0 1' 2'6"SCALE: 1" = 1'-0"

A A

REPAIR `B' - REBUILD

0 1' 2'6"SCALE: 1" = 1'-0"

SKIN PLATE

SEE DETAIL `G4'

U.S. FLG.

D.S. FLG.

FOLLOW REPAIR "A")

(IF BEING REPLACED

EXIST. INTERCOSTAL

STIFFENER (IF APPLICABLE)

REPLACEMENT PORTION OF

EXISTING STIFFENER

EXISTING GIRDER WEB

GIRDER

NEW TRANSVERSE STIFFENER

3x2

1NEW INTERCOSTAL L4x3

3x2

1NEW INTERCOSTAL L4x3

INTERCOSTAL

3x2

1EXIST. L4x3

L GIRDER

L GIRDERC

SKIN PL

7P 5x

NEW STIFFENER

SKIN P

0 1' 2'6"

EMI 21B395-01

J.R.SOEHNGEN

R.D.KELSEY, P.E.

S.M.HOBBS, P.E.

TO INTERCOSTAL

SHIFTED SO THAT TRANSVERSE STIFFENER BUTTS

INTERCOSTAL . REPLACEMENT INTERCOSTAL IS

EXISTING TRANSVERSE STIFFENER LAPS LEG OF

G2G2

NEW INTERCOSTAL

TRANSVERSE STIFFENER

NEW OR EXISTING

" = 1'-0"2

1SCALE: 1 1' 2'0 6"

UNLESS NOTED FOR REPAIR 'D'

LONGITUDINAL STIFFENER TO REMAIN

SHORT OF D.S. GIRDER FLANGE

HOLD REPLACEMENT STIFFENER

SEE DETAIL 'B6'

DETAIL `B6'

" = 1'-0"2

1SCALE: 1 1' 2'0 6"

TRANSVERSE STIFFENER REPLACEMENT

WITHOUT INTERCOSTAL REPLACEMENT

" RADIUS2

TRANSVERSE STIFFENER

EXISTING

TRANSVERSE STIFFENER

EXISTING

3x2

1NEW INTERCOSTAL L4x3

SECTION

SCALE: 1" = 1'-0"

SECTION

LONGITUDINAL STIFFENER

NEW OR EXISTING

A.L.S.

CJP

TYP U.N.

1" RAD.

NOTE 4)

HOLE IN EXISTING STIFFENER (SEE

" RADIUS WELD ACCESS2

1CUT 1

NOTES 2 AND 3.

x5". SEE 16

7STIFFENER P

REMOVE EXIST. TRANSVERSE

(SEE NOTES 2 AND 3)

3X2

1REMOVE EXISTING INTERCOSTAL L4X3

INTERCOSTAL) GRIND REMAINDER SQUARE AND SMOOTH.

SEE NOTE 2 AND 3. (MINIMUM REMOVAL SUFFICIENT TO CLEAR REPLACEMENT

REMOVE DAMAGED PORTION OF STIFFENER BAR AS REQUIRED.

6. MATERIALS ARE DEFINED IN SECTION 05 50 14.

SHALL BE WRAPPED CONTINUOUSLY AT ENDS OF MEMBERS

5. ALL FILLET WELDS SHALL BE CONTINUOUS THROUGH WELD ACCESS HOLES AND

MAXIMUM SURFACE ROUGHNESS VALUE OF μ125 IN.

4. ACCESS HOLES, INCLUDING WELD ACCESS HOLES, SHALL BE FINISHED TO A

BE GROUND FLUSH AND SMOOTH.

3. EXISTING BASE METAL ADJACENT TO REMOVED MATERIAL CUTTING LINES SHALL

METHOD. EXISTING MATERIAL THAT IS TO REMAIN SHALL NOT BE DAMAGED.

BY OXY-FUEL OR PLASMA CUTTING, AIR CARBON ARC GOUGING, OR OTHER

2. EXISTING MEMBERS THAT ARE CALLED-OUT FOR REMOVAL SHALL BE REMOVED

12 INCHES EACH SIDE OF CUTTING OR WELDING LINE

1. BEFORE CUTTING OR WELDING TO EXISTING MATERIAL, REMOVE PAINT FOR

NOTES

08/31/2020

04/28/2021

NNS19AAOB03A

USACE SOLICITATION W912P9-21-R-0036

11 10 9 8 7 6 5 4 3 2

13 12 11 10 9

8 7 6 5 4 2

DRAWING NO.AUTHORITY

ERONAUTICS AND

DMINISTRATION

PACE

ATIONAL

DESCRIPTION

REVISIONS

ENGINEER

SAFETY

APPROVED

AUTHORITY

SIZE

NO.

DWG

SYM

CHECKED

DRAWN

SIGNATURES

ZONE

DATE

A S

SHEET

REV

SSC, MS 39529-6000

SPACE CENTER

JOHN C. STENNIS

ENGINEER

SITE MANAGER/FACILITY MANAGER

SHT NO.

ENGINEER/ENVIRONMENTAL

SUBMITTED

CONCURRENCE

S-411

REPAIR `C' - DEMOLITION

0 1' 2'6"SCALE: 1" = 1'-0"

ELEVATION SECTION

EXIST. GIRDER FLG.

REPAIR `C' - REBUILD

0 1' 2'6"SCALE: 1" = 1'-0"

"x12"2

1FLG.

"x12"2

1FLG.

EMI 21B395-01

L GIRDER

C x 10 DIAPHRAGM FLG2

1NEW

UNLESS NOTED FOR REPAIR 'B'

TRANSVERSE STIFFENERS TO REMAIN

0 1' 2'6"SCALE: 1" = 1'-0"

REPAIR `D' - DEMOLITION

NOTES:

0 1' 2'6"SCALE: 1" = 1'-0"

REPAIR `D' - REBUILD

" x 5" LONGITUDINAL STIFFENER16

7NEW

SECTION

SCALE: 1" = 1'-0" 0 1' 2'6"

" x 5" STIFFENER16

7NEW

J.R.S.

R.D.K.

S.M.H.

DIAPHRAGM FLG.

EXISTING

DIAPHRAGM FLG.

EXISTING

A.L.S.

DIAPHRAGM PL.

1EXISTING

FLG. PER NOTE 2, SHT. S-410

REMOVE EXISTING DIAPHRAGM

FLG. PER NOTE 2, SHT. S-410

REMOVE EXISTING DIAPHRAGM

EXISTING DIAPHRAGM PL.

1. FOR NOTES RELATED TO THIS SHEET, SEE NOTES ON SHEET S-410.

EXISTING GIRDER FLG.

REMOVE LONGITUDINAL STIFFENER. SEE NOTES 2 & 3, SHT. S-410.

SEE NOTE 4, SHT. S-410

1" RAD. WELD ACCESS HOLE (TYP.)

SHT. S-410 (2 PLACES)

DIAPHRAGM PL. SEE NOTE 4,

CUT 1" RADIUS ACCESS HOLE IN

CJP

08/31/2020

04/28/2021

NNS19AAOB03A

USACE SOLICITATION W912P9-21-R-0036

11 10 9 8 7 6 5 4 3 2

13 12 11 10 9

8 7 6 5 4 2

DRAWING NO.AUTHORITY

ERONAUTICS AND

DMINISTRATION

PACE

ATIONAL

DESCRIPTION

REVISIONS

ENGINEER

SAFETY

APPROVED

AUTHORITY

SIZE

NO.

DWG

SYM

CHECKED

DRAWN

SIGNATURES

ZO…

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File details come from the government source that posted it. Updated Jun 1, 2021.