J-2 FJS Dam Emergency Gate Drawings.pdf

PDF 19 MB Posted Mar 27, 2023

Attached to: Foster Joseph Sayers Dam Gate Replacement, Pennsylvania Federal contract opportunity
Solicitation number: W912DR23Q0021
Issued by: Department of the Army Corps of Engineers Engineering District Baltimore

About this file

Written by GovTribe AI · Dec 28, 2023

This document outlines a federal contract opportunity for the Foster Joseph Sayers Dam Gate Replacement project in Pennsylvania. The project involves replacing the emergency dam gate and disposing of eight leaf gates at the dam. The solicitation will use simplified acquisition procedures with selection based on lowest price from a technically acceptable small business. Interested offerors must attend an optional site visit on April 4th and submit any questions by April 14th. Quotes are due by April 27th for the firm fixed price contract between $100,000 and $250,000. The solicitation and submission requirements are in an attached PDF file. The opportunity is a total small business set aside being conducted by the Army Corps of Engineers Baltimore District.

View the file

Other files for this federal contract opportunity

Other files attached to Foster Joseph Sayers Dam Gate Replacement, Pennsylvania, newest first.
File	Type	Posted
W912DR23Q0021 Amendment 0002.pdf	PDF	May 11, 2023
J-3 Wage Determination PA20230002.txt	TXT text file	May 11, 2023
J-6 Drawings-OUTLET-WORKS-GATE-STRUCTURE.pdf	PDF	May 11, 2023
J-7 Drawings-TOWER EXTENSION.pdf	PDF	May 11, 2023
W912DR23Q0021 RFQ Foster Joseph Sayer Dam Gate Replacement rev 2023-05-11.pdf	PDF	May 11, 2023
W912DR23Q0021 Amendment 0003.pdf	PDF	May 11, 2023
W912DR23Q0021 RFQ Amendment 02.pdf	PDF	May 5, 2023
W912DR23Q0021 RFQ Amendment 0001.pdf	PDF	Apr 18, 2023
W912DR23Q0021 RFQ Revised 2023-04-18.pdf	PDF	Apr 18, 2023
J-3 PA20230002 Wage Determination.pdf	PDF	Mar 27, 2023
J-1 FJS_Dam_Emergency_Gate-Specs 2023-02.pdf	PDF	Mar 27, 2023
J-4 Past Performance Questionnaire.pdf	PDF	Mar 27, 2023
J-5 Quote Schedule.docx	DOCX document	Mar 27, 2023
W912DR23Q0021 RFQ Foster Joseph Sayer Dam Gate Replacement.pdf	PDF	Mar 27, 2023

Show all 14

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

SOLICITATION NO:

CONTRACT NO:

ISSUE/SUBMITTAL DATE:

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

" A

I D

®US Army Corps of Engineers

DISTRICT

®US Army Corps of Engineers

DISTRICT

PHILADELPHIABALTIMORE

U .S

. A R

M Y

C O

O F

R S

100% 04/05/2022

FOSTER JOSEPH SAYERS DAM

EMERGENCY GATE REPLACEMENT

SUSQUEHANA RIVER BASIN, PENNSYLVANIA

NORTH BALD EAGLE CREEK

R E

--10 0%

/05

/20

, P

G-001

DRAWING INDEX

SHEET NUMBER DESCRIPTION

GENERAL

G-001 COVER SHEET

G-002 WORK AREA ACCESS PLAN

STRUCTURAL

S-001 GENERAL INFORMATION SHEET

S-101 ELEVATIONS AND SECTIONS

S-501 DETAILS

S-502 SEAL ASSEMBLY

S-503 ROLLER ASSEMBLY

S-504 LIFTING BEAM AND DETAILS

S-505 LIFTING BEAM OPERATION

S-601 CONTROL DIMENSIONS

REFERENCE DRAWINGS

140B71-13 EMERGENCY GATE ASSEMBLY (REFERENCE)

140B71-14 WHEELS (REFERENCE)

140B71-15 DETAILS (REFERENCE)

140B71-16 FRAME AND GUIDES (REFERENCE)

140B71-17 SEAL DETAILS (REFERENCE)

140B71-19 LEAF GATES (REFERENCE)

140B71-23 DOGGING DEVICE (REFERENCE)

LOCATION MAP

OF WORK

LOCATION

SUBMITTED:

APPROVED:

CHIEF, ENGINEERING AND CONSTRUCTION DIVISION

CHIEF, BRIDGE INSPECTION RCX & STRUCTURES BRANCH

CAMERON P. CHASTEN, P.E.

SUBMITTED:

ACTING CHIEF, ENGINEERING BRANCH

BARBARA F. MOFFATT, P.E

THIS PROJECT WAS DESIGNED BY THE

PHILADELPHIA DISTRICT OF THE U.S.

ARMY CORPS OF ENGINEERS. THE

INITIALS OR SIGNATURES AND

REGISTRATION DESIGNATIONS OF

INDIVIDUALS APPEAR ON THESE

PROJECT DOCUMENTS WITHIN THE

SCOPE OF THEIR EMPLOYMENT AS

REQUIRED BY ER 1110-1-8152. ANDREW J. SCHWAIGER, P.E.

CHIEF, ENGINEERING DIVISION

MARY P. FOUTZ, P.E.

BALTIMORE DISTRICT USACE

VICINITY MAP

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

" A

I D

D W

N B

B Y:

-DA

U .S

. A R

M Y

C O

O F

R S

R E

--10 0%

/05

/20

G-

2 W

W G

, P

G-002

BALTIMORE

CONTROL TOWER AND ACCESS ROAD CONTROL TOWER VEHICULAR PASSAGE INSIDE CONTROL TOWER - FROM ABOVE

EMERGENCY GATE SLOTS, LOOKING DOWN AT

GRATES ABOVE VEHICULAR PASSAGE

AERIAL PHOTO OF SITE

CONTROL TOWER

ACCESS ROAD

INSIDE CONTROL TOWER - VIEW OF EMERGENCY

GATE SLOTS AND CRANE

EXISTING EMERGENCY GATE, TO BE REMOVED

AND DISPOSED OF BY CONTRACTOR

SITE PLAN FROM AS-BUILT PLANS

RUBBER

SL SNOW LOAD

GEOTECHNICAL

GRID LINE

GYPSUM BOARD

GIRDER TRUSS

HOLLOW STRUCTURAL SECTION TUBE

HEATING, VENTILATING AND AIR CONDITIONING

GEOTECH

DIAMETER

BRIDGING

DIA/

BRDG

@ AT

BLDG

CIP

CONT

CLR

COL

CONC

CMU

BOF BOTTOM OF FOOTING

BOTTOM

BEARING

BTM

BRG

ANCHOR BOLT

BLOCKING

BOTTOM OF CONCRETE

BUILDING EXPANSION JOINTBEJ

BLKG

BM BEAM

BOC

ADJUSTABLE

ARCHITECT/ENGINEER

ALTERNATE

ARCHITECT

ALT

A/E

ARCH

AFF

ADJ

CONTROL JOINT

ESTIMATED

EQUAL, EQUALLYEQ

EST

GAGE

GALVANIZED

GALV

HSS

COLUMN

CONTINUOUS

CONCRETE

CLEAR

ENGINEERENGR

ELEVATIONEL

CAST IN PLACE

BUILDING

CENTERLINE

DOWELDWL

DEADLOAD

DIMENSION

DETAIL

DIAGONAL

DIM

DET

DIAG

FINISHED FLOOR LEVELFFL

HVAC

EXPANSION JOINTEXP JT

EXISTING

EXPANSION

(E)

EXP

GYP BD

NOT APPLICABLEN/A

LONG LEG HORIZONTALLLH

TOP & BOTTOM

PERP

PERIM

R/RAD

PRELIM

OD OUTSIDE DIAMETER

MEZZANINE

LF LINEAR FOOT

MEZZ

LL LIVE LOAD

LONG LEG VERTICAL

MECHANICAL

MAXIMUM

MECH

LIGHT

LIGHT WEIGHT

LAYOUT POINT

LEFT HAND

MAX

JST

JOIST

JOINT

LLV

OPP

OPPOSITE HAND

ON CENTER

OPPOSITE

NO/#

NTS

NIC

NOM

NOT IN CONTRACT

NOT TO SCALE

N NORTH

NUMBER

NORMAL WEIGHT

NOMINAL

RADIUS

SECTIONSECT

REINFORCEMENT

PRELIMINARY

ROUGH OPENINGRO

SAW CUT JOINTSCJ

PERPENDICULAR

PLATEPLT/

PERIMETER

REINF

STRUCTURAL

STD STANDARD

STL

STRUCT

STEEL

STAG STAGGERED

SPECIFICATIONSSPEC

SIM

S SOUTH

SIMILAR

TEMP

THK

T&B

TEMPORARY

THICKNESS

ABBREVIATIONS

COMPLETE JOINT PENETRATIONCJP

GENERAL STRUCT NOTESGSN

LENGTH AFTER WELDINGLAW

REQUIREDREQD

JB JOIST BEARING

BRACED FRAMEBF

SW SHEARWALL

SOG SLAB ON GRADE

BP BEAM POCKET

DEPRESSIONDEP

REFER TORE:

TBD TO BE DETERMINED

ABRV

ABOVE FINISHED FLOOR

DESCRIPTION

CONCRETE MASONRY UNIT

ABRV DESCRIPTION ABRV DESCRIPTION

FOOTINGFTG

COORD COORDINATE

ABRV ABBREVIATION

HANGERHGR

HORIZONTALHORIZ

ELEVATORELEV

(N)

L-PS (E)

FIELD WELD SYMBOL

(FLAG ALWAYS POINTS TOWARD REAR

OF WELD SYMBOL)

WELD ALL AROUND

SYMBOL

ARROW CONNECTING REFERENCE LINE TO

ARROW SIDE MEMBER

OF JOINT OR ARROW SIDE OF JOINT

REFERENCE

LINE

SPECIFIC PROCESS OR

OTHER REFERENCE

NUMBER OF SPOT OR

PROJECTION WELDS

PITCH (CENTER TO CENTER

SPACING) OF WELD

LENGTH OF WELD

GROOVE ANGLE, INCLUDED ANGLE OF

COUNTERSINK FOR PLUG WELDS

FINISH SYMBOL

EFFECTIVE THROAT

ROOT OPENING DEPTH

OF FILLING FOR PLUG

AND SPOT WELDS

CONTOUR SYMBOLS

DEPTH OF PREPARATION; SIZE OR

STRENGTH FOR CERTAIN WELDS

TAIL (TAIL IS

OMITTED WHEN

REFERENCE IS

NOT USED)

HATCH PATTERNS

STEEL

WELDING SYMBOL DIAGRAM

WELD SYMBOLS

J SQUARE WELD BEVEL V FLARE-V FLARE BEVEL

ARROW SIDE

OPPOSITE SIDE

GROOVE WELDS

SEAM WELDFILLET WELD FLANGE CORNER

ARROW SIDE

OPPOSITE SIDE

PLUG WELD SURFACE WELD FLANGE END BACKINGSTUD WELD SPOT OR

PROJECTION WELD

BACK OR

BACKING WELD

SLOT WELD

SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

VIEW IDENTIFICATION NUMBER

VIEW NAME

DIRECTION OF VIEW

SECTION IDENTIFICATION NUMBER

CALLOUT AREA VIEW

MATCHLINE MATCHLINE

RE: X-XXX RE: X-XXX

SCALE: PER PLAN

GRID LINE

SCALE:

VIEW NAME

X/X":1'-0"

X-101

DRAWING SHEET MATCHING

REFERENCE NUMBER

GRID IDENTIFICATION

(ALPHA OR NUMERIC)

DETAIL SHEET

REF NUMBER

CALLOUT VIEW

IDENTIFICATION

NUMBER

DETAIL SHEET

REF NUMBERVIEW SCALE

X-101

REVISION CLOUD

REVISION & AMENDMENT

CLOUD AND SYMBOL

REVISION IDENTIFICATION SYMBOL

(NUMERIC)

AMENDMENT IDENTIFICATION

SYMBOL (ALPHA)

1 a

DRAWING SHEET SYMBOLS

VIEW TITLE SYMBOL SECTION CUT SYMBOL CALLOUT SYMBOL

GRID SYMBOL

MATCHLINE SYMBOLGRAPHIC BAR SCALE SYMBOL

PRIMARY

SCALE

EXTENSION

SCALE

X X X X X

BASIC WELD SYMBOL OR DETAIL

REFERENCE

WELD SYMBOLS SHALL BE CONTAINED WITHIN

THE LENGTH OF THE REFERENCE LINE.

ELEMENTS IN THIS AREA REMAIN AS SHOWN

WHEN THE TAIL AND ARROW ARE REVERSED

DIRECTION OF

MAGNETIC NORTH

NORTH SYMBOLS

NNORTH

PLAN

TYPICAL

NORTH

PLAN

NORTH

1. DESIGN SPECIFICATIONS

1.1. ETL 1110-2-2107, DESIGN OF HYDRAULIC STEEL STRUCTURES, MAY 2020

1.2. ASME BTH-1, DESIGN OF BELOW THE HOOK LIFTING DEVICES, MARCH 2017

2. MATERIALS & CONSTRUCTION SPECIFICATIONS

2.1. AWS D1.5M/D1.5, BRIDGE WELDING CODE, APRIL 2020

2.2. AISC 325, STEEL CONSTRUCTION MANUAL - 15TH EDITION", JULY 2017

3. MATERIALS

3.1. FABRICATE GATE WITH ASTM A709 GRADE 50 STEEL.

3.2. USE STAINLESS STEEL BOLTS AND SEAL RETAINER BARS IN ACCORDANCE WITH SPECIFICATIONS

3.3. USE 14" FILLET WELDS UNLESS OTHERWISE NOTED.

3.4. PAINT THE EMERGENCY GATE AND LIFTING BEAM USING THE 5-E-Z VINYL PAINT SYSTEM IN ACCORDANCE WITH SPECIFICATION SECTION

09 97 02. PAINT THE EMERGENCY GATE BEFORE INSTALLING THE SEALS AND ROLLERS. DO NOT PAINT STAINLESS STEEL RETAINER BARS, ROLLER ASSEMBLIES, AND OTHER SURFACES AS CALLED OUT IN THE PLANS.

4. EXISTING STRUCTURE

4.1. THE AS-BUILT REFERENCE DRAWINGS OF THE EXISTING STRUCTURE ARE INCLUDED FOR INFORMATION ONLY. THE CONTRACTOR IS

RESPONSIBLE FOR VERIFYING THE ACTUAL CONDITIONS IN THE FIELD.

4.2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS OF EXISTING GATE AND SLOT TO ENSURE NEW GATE WILL FIT AND SEAL AS

INTENDED.

5. REMOVAL AND DISPOSAL

5.1. REMOVE AND DISPOSE OF EXISTING LEAF GATES (QTY 7) APPROXIMATELY 7'-3" X 10', APPROXIMATELY 4,000 LBS EACH

5.2. REMOVE AND DISPOSE OF EXISTING LEAF GATE BULKHEAD (QTY1) APPROXIMATELY 7'-3" X 4'-9", APPROXIMATELY 2,000 LBS

5.3. REMOVE AND DISPOSE OF EXISTING EMERGENCY GATE (QTY 1) APPROXIMATELY 7'-3" X 16'-10", APPROXIMATELY 8,000 LBS

5.4. REMOVE AND DISPOSE OF EXISTING LIFTING BEAM (QTY1), APPROXIMATELY 750 LBS

6. CONSTRUCTION NOTES

6.1. WRAP AND SEAL ALL WELDS. MAKE SEAL WELDS THE SAME SIZE INDICATED ON THE DRAWING FOR THE ASSOCIATED JOINT.

6.2. PERFORM NON-DESTRUCTIVE TESTING ON FRACTURE CRITICAL MEMBERS & CJP WELDS AS REQUIRED BY THE SPECIFICATIONS AND NOTED

ON THE DRAWINGS.

6.3. TIGHTEN NUTS ON SEAL BARS TO CREATE A FIRM FIT ACROSS FAYING SURFACES WITHOUT BULGIN OR DAMAGING SEAL. USE

THREADLOCKER TO PREVENT NUTS FROM BACKING OFF.

6.4. BEFORE COMPLETION OF WORK TEST FIT THE GATE ACCORDING TO THE SPECIFICATIONS.

6.5. AT THE COMPLETION OF WORK, TRANSPORT AND OFFLOAD THE GATE INTO A STORAGE AREA DESIGNATED BY THE CONTRACTING OFFICER.

6.6. DO NOT MAKE UNNECESSARY SPLICES. IF SPLICES ARE REQUIRED MAKE AS FULL PENETRATION WELDS BACKING BARS MUST BE REMOVED

AND WELDS SHOULD BE GROUND SMOOTH WITH SURFACE. CALL OUT ANY SPLICES ON THE SHOP DRAWINGS

6.7. WELD ACCESS HOLES 1 12" RADIUS UNLESS NOTED OTHERWISE

7. DESIGN LOADS

7.1. HYDROSTATIC: MAXIMUM DIFFERENTIAL HEAD 88 FT (PROBABLE MAXIMUM FLOOD: 678 FT ELEVATION - INVERT ELEVATION: 590 FT)

7.2. APPROXIMATE WEIGHT: 7,500 LBS

7.3. LIFTING HOOK (SINGLE ) 22,000 LBS CAPACITY

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

" A

I D

D W

N B

B Y:

BALTIMORE

S-001

, P

L I

/05

/20

R E

.S . A

R M

Y C

O R

'-4

7'-4"

2'-0" 2'-0"

C C

1'-3" 1'-3"

DRAIN HOLE TYP.

SEE 2/S-502

1'-8" 1'-8"

3/4" END PLATE

2'- 0"

4 S

-2

1'- 8"

2'- 9"

DOGGING LUG

4" SKIN PLATE

1/2" DIAPHRAGM PLATE TYP

WT 12X31

1'- 51 2"

5 S

-1 1"

31 2"

1'-05 8"

FLOW

DIRECTION

PADEYE

9/S-501

℄ LIFTING HOOK

8/S-501

COG

CJP (FCM) CJP (FCM)D

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

" A

I D

D W

N B

B Y:

-DA

U .S

. A R

M Y

C O

O F

R S

R E

--10 0%

/05

/20

S-

1 E

.D W

, P

S-101

BALTIMORE

1 EMERGENCY GATE

S-501

S-503

S-501

S-502

S-501

SECTION A-A SECTION B-B

SECTION C-C

DOWNSTREAM ELEVATION

S-501

R11 7 8"

(2) 3/4" DRAIN HOLES

CJP

1/4"

10"SKIN PLATE

DIAPHRAGM

R 1 8"

1/4" 1/4"

3/4" x 5" PLATE

11 16

1/4"

2" DIAPHRAGM PLATE

SKIN PLATE

1/4"

COG

LIFTING HOOK

SEE DETAIL 8 THIS PAGE

CJP (FCM)

NOTE: CONTRACTOR TO VERIFY

CENTER OF GRAVITY AND WELD

LIFTING HOOKS IN LINE WITH

CENTER OF GRAVITY

1/4"

1/2" PLATE X FULL WIDTH

BETWEEN DIAPHRAGMS

(2) 1"Ø DRAIN HOLES SPACED @ 15"

FROM CENTERLINE OF GATE

63 8" 61 4"

1'-2" 2'-6" 2'-6" 1'-2"

2" Ø DRAIN HOLE TYP

1'-3" 1'-3"

11 2"

ST 6X15.9

SKINPLATE

END FLANGE

SEAL BAR

1/4

SECTION A-A

WELD ACCESS HOLE

11 2"

1/4 1/4

CJP

R 1 2"

1/2" PLATE

1'- 1"

63 8"

R1"

R 12"

R1 2"

11 16

1" PLATE

17 8"

R 5

R 5 8"

5 16"

13 8"

21 2"

1" Ø HOLE

R1 5 16"

R1"

1/4" CHEEK PLATE

1/4"

1" PLATE

DIAPHRAGM END PLATE

Ø3.000" +0.003 -0.000

Ø5.000" +0.004 -0.00061

4" 61 4"

℄ SHAFTS ℄ SHAFTS

-1

1/4 1/4

COPE BEAM WEB

BEAM FLANGE

SKIN PLATE

END PLATE

B B B-B

TOP BEAM / TOP OF GATE

END PLATE

END FLANGE

CJP

BEAM WEB

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

" A

I D

D W

N B

B Y:

-DA

U .S

. A R

M Y

C O

O F

R S

R E

--10 0%

/05

/20

S-

1 D

.D W

ILS

, P

S-501

BALTIMORE

10 GATE LIP

6 DIAPHRAGMS

3 TOP OF GATE SECTION1 HORIZONTAL SECTION 2 DOGGING LUG

4 END PLATE DETAIL

8 LIFTING HOOK 9 PADEYE7 HOLES FOR ROLLER SHAFT

5 TOP BEAM - END PLATE

S-504

6" O

13 SPACES @ 6" O.C.

STAINLESS

STEEL SPACER

0.560 OD

0.651" ID DRILL AND COUNTERSINK

FOR 1/2" BOLT

16"

3 8"

27 8"

R 1 8"

R 1 4"

61 4"

R 7 8"

R3 8"

7 16

13 16

R 1 4"

FLANGE OF

TOP BEAM

SEAL BAR

MATERIAL: STAINLESS STEEL

TOP AND BOTTOM SYMMETRIC

RUBBER TOP SEAL SEAL RETAINING BAR

MATERIAL: STAINLESS STEEL

TOP AND BOTTOM SYMMETRIC

21 8"

41 8"

Ø1

2" X 3" FLAT HEAD BOLT1/2" HEX NUT

16"

PROVIDE A 3" WATER INLET

IN TOP SEAL BAR 2'-3 1/2"

FROM EACH END OF BAR

16"

1/4"

21 4"

1'-1"

1'- 7"

1'-2"

61 4"

13 4"

9 16

Ø1

2" X 3" FLAT HEAD BOLT

2" X 2" SEAL RETAINING BAR

DOWNSTREAM

VERTICAL FLANGE

R 1 8"

END PLATE

1/2" HEX NUT

DRILL AND COUNTERSINK

FOR Ø1/2" BOLT

1/4"9 16

2"SEAL BAR

CARBON STEEL

SEAL RETAINER

STAINLESS STEEL

RUBBER 'J BULB'

SIDE SEAL

4" X 6 " BOTTOM FLANGE

4" DRAIN HOLE

SKIN PLATE

11 16

DRILL AND TAP FOR 1/2" STUD

16"

21 4"21 8"

2" 9

16"

SEAL BACKER BAR

CARBON STEEL

RUBBER STRIP SEAL SEAL RETAINING BAR

STAINLESS STEEL

7 8"

1/2" STUD BOLT

STAINLESS STEEL

1/2" HEX NUT

1/2" STUD BOLT

1/4" 1/4"

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

" A

I D

D W

N B

B Y:

-DA

U .S

. A R

M Y

C O

O F

R S

R E

--10 0%

/05

/20

S-

2 S

L A

, P

S-502

BALTIMORE

6 SEAL ELEVATION

1 TOP SEAL

5 SEAL CORNER - BOTTOM4 SEAL CORNER - TOP

3 SIDE SEAL2 BOTTOM SEAL

S-502

MATERIAL: RUBBER

MOLDED CORNER PIECE

MATERIAL: RUBBER

MOLDED CORNER PIECE

DIAPHRAGM

SEE DETAIL 7/S-501 END PLATE

SEE DETAIL 7/S-501

LOCK PLATE

SEE DETAIL THIS SHEET

AXLE

SEE DETAIL THIS SHEET

WHEEL

SEE DETAIL THIS SHEET

RETAINING HUB

SEE DETAIL THIS SHEET

WHEEL KEEPER PLATE

SEE DETAIL THIS SHEET

AXLE SEAL

SEE DETAIL THIS SHEET

AXLE O-RING

SIZE 431

AXLE KEEPER PLATE

SEE DETAIL THIS SHEET

SELF LUBRICATING BUSHING

SEE DETAIL THIS SHEET

SHAFT/BUSHING SEAL

O-RING SIZE 446

3.0

"-0 .00

-0 .00

"Ø

21 2"Ø 3"

5.2

"-0 .00

-0 .00

"Ø

5" Ø

8" 23

4" 47 8"

1 8" E

1'-97 8"

2.0

"-0 .00

-0 .00

4 HOLES FOR 1/2 INCH BOLT,

EQUALLY SPACED,

MATCH WITH KEEPER PLATE

31 2"

SS OVERLAY AWS 5.4 E309L,

MIN 2 PASSES OR 1/8" THICKNESS

AFTER MACHINING, STRESS RELIEVE

SHAFT AFTER OVERLAYING AND

BEFORE FINAL MACHINING

R1 2"

R23 4"

30°

R 1 4"

2.0

"+0 .00

3" -0

.00 0"

XDRILL FOR

1/2" BOLT

SLOT FOR 1/2" BOLT

R1 1 4"

3 4"DRILL FOR

1/2" BOLT

4"℄

2" BOLT THROUGH KEEPER

PLATE AND DIAPHRAGM TYP

AXLE KEEPER PLATE ON

REVERSE OF DIAPHRAGM

2" BOLT THROUGH AXLE

PLATE AND DIAPHRAGM TYP

HEX END ON AXLE

AXLE SHAFT

GROOVE FOR RETAINING PLATE

2" BOLT THROUGH AXLE

PLATE AND DIAPHRAGM TYP

8 HOLES FOR 1/2 INCH BOLT,

EQUALLY SPACED

1'- 03 8"Ø

7" Ø

2" Ø

7" Ø

93 8"Ø

7 8"Ø

16" 13

16"

Ø8 .47

5" +0

.06 0"

-0 .00

0-5°

0.342 MIN

0.362 MAX

0.2

R 0.020 MIN

0.035 MAX

R0.005

DETAIL A

O-RING GROOVE

DETAIL A

61 4"Ø

4 HOLES FOR 1/2 INCH

BOLT, EQUALLY SPACED

"Ø

5" Ø

53 4"Ø N

NOTE: PROVIDE INTERFERENCE FIT BETWEEN

BUSHING AND WHEEL. COORDINATE WITH

BUSHING MANUFACTURER FOR FIT AND FINISH

BETWEEN BUSHING AND AXLE, AND BUSHING

AND WHEEL

1/4" THROUGH HOLE

1/16" W X 1/32" D INTERNAL

GREASE GROOVE

5/16" W X 3/64" D EXTERNAL

GREASE GROOVE

"6"8"9"1'-

53 4"

8 HOLES DRILLED AND

TAPPED FOR 1/2 INCH

BOLT, EQUALLY

SPACED, MATCH WITH

RETAINING HUB

Ø1/8" HOLE

45° GREASE FITTING

STAINLESS STEEL

1/4-28 SAE LT

HARDEN TREAD

CROWN R=16'

2" 21

91 4"Ø

Ø5 .25

0" +0

.00 4"

-0 .00

8 HOLES FOR 1/2 INCH

BOLT, EQUALLY SPACED

73 4"Ø

O-RING GROOVE

SEE DETAIL A

0.3

"+0 .01

5" -0

.00 0"

0.370" +0.015" -0.000"

DETAIL A

SCALE 6"=1'-0"

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

" A

I D

D W

N B

B Y:

-DA

U .S

. A R

M Y

C O

O F

R S

R E

--10 0%

/05

/20

S-

3 R

.D W

, P

S-503

BALTIMORE

1 ROLLER ASSEMBLY

4 AXLE

10 LOCK PLATE9 RETAINING PLATE

NOTE: FOR ADJUSTMENT OF THE GATE, PLACE GATE WHEELS

AGAINST FLAT SURFACE SIMULATING TRACK. ROTATE SHAFTS UNTIL

ALL WHEELS ARE IN CONTACT TRACK AND SEALS ARE 7/16” CLEAR

(ALLOWS 1/16” PRESET WHEN SEALS CONTACT SEAL TRACKS). FIT

LOCK PLATES OVER HEXAGON HEADS ON SHAFT. DRILL GATE FOR

BOLTS, INSERT BOLTS AND TIGHTEN NUTS.

8 AXLE RETAINER & ADJUSMENT ASSEMBLY

S-503

3 RETAINING HUB

7 WHEEL KEEPER PLATE6 BUSHING

2 WHEEL

5 AXLE SEAL

MATERIAL: CARBON STEEL

PER: ASTM A504 GRADE C

MATERIAL: CARBON STEEL

PER: ASTM A668 GRADE C

W/ AWS A5.4 309L OVERLAY

WHERE INDICATED MATERIAL: SELF-LUBRICATED COMPOSITE

SEE SPEC

MATERIAL: CARBON STEEL

MATERIAL: CARBON STEELMATERIAL: CARBON STEEL

MATERIAL: CARBON STEEL

1" DIA. MACHINED S.S PIN

W/ COTTER PIN

DRILL 1 1

16" DIA. HOLE (TYP) 2" O.D. NYLON SLEEVE BEARING

MINIMUM 1 12" I.D.

13 4"

∠2 12"x2"x3 8"

TYP

∠3"x2 12"x3 8"

8" TYP 11

R 1 4" R 3

4"23 4"

13 8"

15 8" TYP 1 12" Ø COUNTERBORE

FOR 12" Ø S.S. BOLTS

TIE PLATE

LIFTING EYE

1'-9" (TYP) 6" (TYP)

MANUAL LATCH PULL

LINE ROLLERS

8'-4"

UPSTREAM

RUB BLOCK

DOWNSTREAM

RUB BLOCK

UHMW-PE SIDE

RUB BLOCK

95 16

2'-0"

∠2 12"x2"x3 8"

∠3"x2 12"x3 8"

4"1 2" 5"

1'-101 2"

2'-2"

21 2"

* RIGHT SIDE RUB

BLOCKS NOT SHOWN

FOR CLARITY

∠2 12"x2"x3 8"

TYP

∠3"x2 12"x3

TYP TOP AND BOTTOM

3" 3"

15 8"

1'- 6"

2'-0"

SYM

ABOUT

1'- 6"

11 4"

SELF LUBRICATING

BEARING W/ 1 9

32" I.D. AND

8" MINIMUM THICKNESS

1 14" S.S. MACHINED PIN

21 2"

6" 6"

1 2"6"

1/4"

11 4"

Ø13 8"

2" ⅊

R2"

Ø21 8"

2" THICK LIFTING EYE

7 8"

R2"

1'- 6"

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

" A

I D

D W

N B

B Y:

-DA

U .S

. A R

M Y

C O

O F

R S

R E

--10 0%

/05

/20

S-

4 L

ILS

.D W

LIF

ILS

, P

S-504

BALTIMORE

7 ROLLER ASSEMBLY SECTION4 END VIEW

1 TOP VIEW- LIFTING BEAM

2 ELEVATION VIEW- LIFTING BEAM

5 LIFTING EYE SECTION

S-504

6 TIE PLATE SECTION

3 LIFTING EYE- FCM

S-504

MANUAL LATCH PULL LINE

2" DIA. SYNTHETIC ROPE

25 8"

16"

15 8"

LOWER LIFTING EYE

R 5 8"

2" Ø ROUND BAR FOR

MANUAL LATCH PULL LINE

ATTACHMENT

1'- 45 8"

63 4"

1'- 11 2"

8" LATCH PLATE

4" X 12" CHAMFER

2" 11 4"

LOWER LIFTING EYE

SELF LUBRICATING

BEARING W/ 1 9

32" I.D. AND

8" MINIMUM THICKNESS1 14" S.S. MACHINED PIN

4" 1

8" NYLON WASHER SPACERS

23 8"

1'- 6"

8'-10"

7'-0"

11" FLOW

85 8"

COG

GATE LIFTING

HOOKS

5 16

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

" A

I D

D W

N B

B Y:

-DA

U .S

. A R

M Y

C O

O F

R S

R E

--10 0%

/05

/20

S-

5 L

LIF

, P

S-505

BALTIMORE

NTS1 OPERATING CONFIGURATION

LIFTING BEAM NOTES:

1. PROVIDE TWO 100 FEET LONG, 12" DIAMETER SYNTHETIC ROPES FOR THE MANUAL LATCH PULL LINES.

2. PROVIDE UHMW PE RUB BLOCKS AS SHOWN. FASTEN THE RUB BLOCKS USING 12 INCH DIAMETER A304 STAINLESS STEEL HEX HEAD BOLTS.

3. PAINT THE LIFTING BEAM STEEL USING THE 5-E-Z VINYL PAINT SYSTEM IN ACCORDANCE WITH SPECIFICATION SECTION 09 97 02.

4. DO NOT PAINT ROLLERS, RUB BLOCKS, MACHINED PINS, SELF LUBRICATING BEARINGS, OR ANY OTHER STAINLESS STEEL HARDWARE.

5. PROVIDE 2 1-1

4" MACHINED STAINLESS STEEL PINS FOR BOTTOM LIFTING EYES.

6. THE TWO BOTTOM PINS OF THE LATCHING ASSEMBLY/GATE HOOK CONNECTION WILL BE MACHINED 1-1/4" DIAMETER.

7. FABRICATE THE TWO BOTTOM LATCHING DEVICE PINS USING ASTM A 709 GRADE 50 STEEL.

OPERATING INSTRUCTIONS:

1. THE LATCHING DEVICES WILL AUTOMATICALLY ENGAGE THE LIFTING HOOKS WHEN THE BEAM IS LOWERED. TO RELEASE THE LATCHING DEVICES FROM THE LIFTING HOOKS, SLACK ON THE OVERHEAD CRANE LINE AND MANUALLY PULL THE ROPES TO SWING THE LATCHING DEVICES FREE FROM THE LIFTING HOOKS. RAISE UP ON THE OVERHEAD CRANE WHILE KEEPING THE PULL LINES TAUT.

2. WHEN LATCHING, LIFT THE CRANE UNTIL MAIN LINES BECOME TENSIONED. PULL ON THE LATCHING DEVICE PULL LINES. IF BOTH HOOKS ARE LATCHED, THE PULL LINES WILL BE EQUALLY TAUT. IF ONLY ONE HOOK IS LATCHED, THE OTHER PULL LINE WILL HAVE MORE SLACK

THAN THE OTHER.

3. IF ONLY ONE SIDE OF THE LIFTING BEAM ENGAGES WITH A LIFTING HOOK, RELEASE THE LATCHING ASSEMBLY BY USING THE MANUAL

PULL LINE AND RESET THE LIFTING BEAM IN THE GUIDE SLOT.

4. IF IT IS EVIDENT THAT ONLY ONE HOOK HAS ENGAGED THE LATCHING ASSEMBLY, DO NOT ATTEMPT TO RAISE THE GATE AND LIFTING BEAM. LOWER THE GATE AND LIFTING BEAM TO THE BOTTOM OF THE SLOT AND RESET THE LIFTING BEAM.

5. ONCE BOTH LATCHING ASSEMBLIES ARE ENGAGED, IT WILL THEN BE SAFE TO LIFT OR MOVE THE GATE.

6. ONCE THE GATE HAS BEEN UNINSTALLED AND DOGGED OFF AT THE TOP OF THE SLOT, MANUALLY RELEASE THE LATCHING DEVICES

FROM THE LIFTING HOOKS BY HAND.

7. ONCE THE LIFTING BEAM HAS BEEN SUCCESSFULLY DISENGAGED FROM THE GATE, STORE IT INSIDE THE CONTROL TOWER.

3 LATCHING DEVICE

2 LIFTING BEAM POSITION IN GATE SLOT

S-505

CONTROL DIMENSIONS

DESIGNATION DESCRIPTION TOLERANCE MEASUREMENT

A PLAN VIEW PARALLEL ±1/8"

B PLAN SQUARE LEFT ±1/8"

C PLAN SQUARE RIGHT ±1/8"

D ELEVATION BOTTOM STRAIGHT ±1/16"

F ELEVATION PARALLEL ±1/8"

G ELEVATION SQUARE LEFT ±1/4"

H ELEVATION SQUARE RIGHT ±1/4"

J SIDE PARALLEL FULL HEIGHT ±1/8"

K LIFTING HOOKS CENTER TO CENTER ±1/4"

L CENTER OF GATE TO LIFTING HOOK ±1/4"

G, H

MAX OUT OF SQUARE

BOTTOM EDGE STRAGHTNESS (E)

B, C

MAX OUT OF SQUARE

MAX OUT OF PARALLEL

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

" A

I D

D W

N B

B Y:

-DA

U .S

. A R

M Y

C O

O F

R S

R E

--10 0%

/05

/20

S-

1 C

L D

, P

S-601

BALTIMORE

NTS1 CONTROL DIMENSION SCHEMATIC

Sheets and Views

G-001 COVER SHEET

G-002 WORK AREA ACCESS PLAN

S-001 GENERAL INFORMATION SHEET

S-101 ELEVATIONS AND SECTIONS

DOWNSTREAM ELEVATION

SIDE ELEVATION

VERTICAL SECTION

TOP OF GATE

S-501 DETAILS

GATE LIP DETAIL(2)

GIRDER AND DIAPHRAGM DETAIL

TOP OF GATE SECTION

HORIZONTAL SECTION

Dogging Lug

END PLATE DETAIL

LIFTING HOOK

PADEYE

HOLES FOR ROLLER SHAFT

TOP BEAM - END PLATE

S-502 SEAL ASSEMBLY

SEAL ELEVATION

TOP SEAL

SEAL CORNER - BOTTOM

SEAL CORNER - TOP

SIDE SEAL

BOTTOM SEAL

S-503 ROLLER ASSEMBLY

ROLLER

AXLE

LOCK PLATE

RETAINING PLATE

AXLE RETAINER & ADJUSMENT ASSEMBLY

RETAINING HUB

WHEEL KEEPER PLATE

BUSHING

WHEEL

AXLE SEAL

O-RING GROOVE

S-504 LIFTING BEAM AND DETAILS

SECTION VIEW- ROLLER ASSEMBLY

END VIEW

TOP VIEW- LIFTING BEAM

ELEVATION VIEW- LIFTING BEAM

SECTION A-A

SECTION B-B

LIFTING EYE

S-505 LIFTING BEAM OPERATION

OPERATING CONFIGURATION

LATCHING DEVICE

LIFTING BEAM POSITION IN GATE SLOT

S-601 CONTROL DIMENSIONS

CONTROL DIMENSION SCHEMATIC

140B71-13 EMERGENCY GATE ASSEMBLY (REFERENCE)

140B71-14 WHEELS (REFERENCE)

140B71-15 DETAILS (REFERENCE)

140B71-16 FRAME AND GUIDES (REFERENCE)

140B71-17 SEAL DETAILS (REFERENCE)

140B71-19 LEAF GATES (REFERENCE)

140B71-23 DOGGING DEVICE (REFERENCE)

	2022-04-14T13:16:46-0400
CHASTEN.CAMERON.P.1231432031

	2022-04-29T11:09:06-0400
MOFFATT.BARBARA.F.1228997893

	2022-05-02T10:55:29-0400
SCHWAIGER.ANDREW.J.1386616422

File details come from the government source that posted it. Updated Mar 27, 2023.