A2 - SOW_ Enclosure B - BEJ Outlet Plans.pdf

PDF 4 MB Posted Aug 1, 2025

Attached to: BEJ Crane Rental Services
Solicitation number: W912PM25QA022
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

About this file

Written by GovTribe AI · Aug 1, 2025

The document set contains detailed engineering drawings for stoplog assemblies for the B. Everett Jordan Dam, produced by Johnson Steel Machine Works for the U.S. Army Corps of Engineers Wilmington District. The technical drawings include comprehensive specifications for two stoplog assemblies, with a total estimated weight of 2,631 lbs, featuring intricate design details such as lifting rings, operating mechanisms, and precise measurements for various plate and structural components. The drawings are marked as "AS-BUILT" with a final revision date of 01/15/2024, indicating they represent the final manufactured product.

The accompanying photo depicts a 2021 crane setup at the dam site, showing a large crane positioned near a fenced area with a stoplog structure, situated adjacent to a rocky-banked waterway. The technical drawings provide extensive materials lists, noting all plates are to be A709-50 steel, with specific requirements for fracture critical welds, continuous welds, and 100% magnetic testing. The design includes additional material modifications for milling, flatness requirements, and specific fabrication notes, demonstrating a high level of engineering precision for this critical infrastructure component.

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k7pmdjhd Callout

STOPLOG SLOT

k7pmdjhd Rectangle k7pmdjhd Text Box

APPROXIMATE CRANE LOCATION

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Total est. weight 2,631lbs

Rectangle k7pmdjhd Text Box Weight of top 3 logs, see Johnson Machine Works Drawing for weight of bottom 2

A1 2 STOPLOG ASSEMBLIES 24 6 5-E-Z PAINT SYSTEM 14305

pa1 2 PL 1/2 X 56 1/4 24 5 A709-50 FCM IRR SHAPE - HOLES 4653 pb1 4 PL 1/2 X 18 1/4 4 8 A709-50 572 pc1 6 PL 1/2 X 14 24 5 A709-50 FCM IRR SHAPE 3490 pd1 6 PL 1/2 X 10 24 5 A709-50 FCM 2493 pe1 16 PL 1/2 X 14 1 6 1/2 A709-50 IRR SHAPE 588 pf1 8 PL 1/2 X 8 1/4 1 2 A709-50 IRR SHAPE 92 pg1 4 PL 1/2 X 7 1/2 1 2 A709-50 IRR SHAPE 45 ph1 4 PL 1/2 X 3 0 6 3/4 A709-50 IRR SHAPE 12 pk1 4 PL 1/2 X 3 0 6 A709-50 IRR SHAPE 10 pm1 2 BAR 3 1/2 X 1 1/2 23 5 1/2 A709-50 SHOP SPLICE 700 pp1 2 BAR 3 X 1/2 11 10 5/8 A709-50 MATCH DRILL HOLES 125 pr1 2 BAR 3 X 1/2 23 5 1/2 A709-50 MATCH DRILL HOLES 220 pt1 4 PL 1 1/4 X 7 9/16 1 4 A709-50 FCM IRR SHAPE - LIFTING HOOKS 122 ma1 2 RUBBER SEAL ASSEMBLY 24 1 RUBBER I PIECE 200 md1 4 PL 5/8 X 2 1/4 4 7 11/16 A709-50 DRILL & MILL AFTER WELDED TO SKIN 72 me1 2 PL 1/2 X 2 1/4 4 8 A709-50 MILL & MATCH DRILL 36 mf1 2 PL 1/2 X 2 1/4 4 8 A709-50 MILL & MATCH DRILL 36 sb1 200 HEX BOLT 5/8 0 3 1/2 A307 138 sn1 200 HEX NUT 5/8 A307 20 sw1 400 WASHER 5/8 STD A307 15 sw2 200 WASHER 5/8 LOCK A307 11 mb1 8 RAIL SECTION 60# 1 0 CAST 60# RAIL 480 ps1 2 BAR 3 X 1/2 11 6 5/8 A709-50 MATCH DRILL HOLES 115

B I L L o f M A T E R I A L pam1 16 PL 3/8 X 2 1/2 0 4 1/2 A709-50 SIMPLE SHAPE - HOLES 20 mm1 32 RAIL CLIPS 0 3 1/4 STEEL No.106 FOR 60-90 SECTION of RAIL 45 sb2 32 HEX BOLT 3/4 0 2 1/2 A325 GALV 22 sn2 32 HEX NUT 3/4 A563 GALV 4 sw2 32 WASHER 3/4 STD F436 GALV 2 sb3 64 HEX BOLT 1/2 0 1 3/4 A325 GALV 22 sn3 64 HEX NUT 1/2 A563 GALV 5 sw3 64 WASHER 1/2 STD F436 GALV 2 sp1 4 PL 10GA X 10 1 5 A1011 IRR SHAPE - HOLES 25 sp2 4 PL 3/16 X 10 1 5 A36 IRR SHAPE - HOLES 35

4'-6" 4'-6" 6'-6" 4'-6" 4'-6"

24'-6"

81 4" 1'

-6

81 4"

1' -6

3" 1'

-0

2' -2

-0

4' -8

11 4"

24'-6"

16" 37

16"

3'-27 8" 3'-27

3" 1'

-0

2' -2

-0

4' -8

1'-2"

1'-6"

1'-3"

4" 81

4" 1'-6"

1 8" P

11 SPACES @ 4" CENTERS = 3'-8" 53

4" 12 SPACES @ 4" CENTERS = 4'-0" 6" 18 SPACES @ 4" CENTERS = 6'-0" 6" 12 SPACES @ 4" CENTERS = 4'-0" 53

4" 11 SPACES @ 4" CENTERS = 3'-8"

11 2"

4" 11

12'-3" 12'-3"

FLANGE PL 12" x 10" [pd1]

WEB PL 12" x 14" [pc1]

FLANGE PL 12" x 10" [pd1]

WEB PL 12" x 14" [pc1]

FLANGE PL 12" x 10" [pd1]

WEB PL 12" x 14" [pc1]

INTERCOSTAL

PL 12" x 14" [pe1]

INTERCOSTAL

PL 12" x 14" [pe1]

INTERCOSTAL

PL 12" x 14" [pe1]

INTERCOSTAL

PL 12" x 14" [pe1]

STIFFENER PL 12" x 14" [pg1]

STIFFENER PL 12" x 14" [pf1]

STIFFENER PL 12" x 3" [ph1]

STIFFENER PL 12" x 14" [pf1]

STIFFENER PL 12" x 3" [ph1]

STIFFENER PL 12" x 14" [pf1]

STIFFENER PL 12" x 14" [pg1]

STIFFENER PL 12" x 14" [pf1]

LIFTING HOOK PL 11

4" x 79

16" [pt1]LIFTING HOOK PL 11 4" x 79

16" [pt1]

TOP FLANGE PL 11

2" x 31 2" [pm1]SKIN PL 12" x 551

2" [pa1] (FS)

END VIEW

9" 1'

-7

1' -7

INTERCOSTAL

PL 12" x 14" [pe1]

INTERCOSTAL

PL 12" x 14" [pe1]

INTERCOSTAL

PL 12" x 14" [pe1]

INTERCOSTAL

PL 12" x 14" [pe1]

P L

1 2" x

8" x

'-8

[p b1

1'-2"

1'-6"

1'-3"

4"81

4" 1'-6"

4"11

END VIEW

9" 1'

-7

1' -7

P L

1 2" x

8" x

'-8

[p b1

4"MATERIAL ADDED

FOR MACHINE

FOR FLATNESS

AFTER FINAL FIT

PLAN VIEW

DOWNSTREAM ELEVATION

11 4"

60# RAIL SECTION

x1'-0" [mb1] (TYP)

1 4"

{ REF CONTRACT DRAWINGS G-000, S-100, S-101, & S-102 }

2 ~ STOPLOG ASSEMBLIES ~ A1

DESIGN HEAD

27 FEET

7,500 LBS

FABRICATED

12-11-2023

BOTTOM STOPLOG ONLY

DESIGN HEAD

27 FEET

7,500 LBS

FABRICATED

12-11-2023

BOTTOM STOPLOG ONLY

8" STOP PLATE

[pam1] (TYP T&B)

(2) 12"Ø x 13 4" A325

GALV. B/N/W [sb3]

4"Ø x 21

2" A325 GALV. B/N/W [sb2]

No.106 RAIL CLIPS [mm1]

SHIM PLATES: T&B

BOTH ENDS of GATE

GATE#1 PL 10ga [sp1] GATE #2 PL 316 " [sp2]

SHIM PLATES: T&B

BOTH ENDS of GATE

GATE#1 PL 10ga [sp1] GATE #2 PL 316 " [sp2]

RFI 007 RFI 007

RFI 005

1'-2"

4' -8

1 2" 41 2"

1' -7

-7

31 4"

3 16

11 4"

4" RUBBER

SEAL [ma1]

1 2"

TYP

WRAP

WELDS

3" x 12" CLAMP BAR [pp1]

8"Ø x 31

2" A307 HEX HEAD BOLTS [FB1],

HEX NUTS [FN1], (2) STD WASHERS [FW1],

& (1) LOCK WASHER [FW2] @ 4" CENTERS

INTERCOSTAL

PL 12" x 14"

[pe1]

TOP FLANGE

PL 11

2" x 31 2" [pm1]

STIFFENER

PL 12" x 3" [pk1]

STIFFENER

PL 12" x 3" [ph1]

FLANGE

PL 12" x 10"

[pd1]

FLANGE

PL 12" x 10"

[pd1]

INTERCOSTAL

PL 12" x 14"

[pe1]

STIFFENER

PL 12" x 81

4" [pf1]

FLANGE

PL 12" x 10"

[pd1]

ENLARGED SECTION A-A

SKIN PL 12" x 561 4"

[pa1]

TYP

WRAP

WELDS

LIFTING HOOK

PL 11

4" x 79 16"

[pt1]

TYP

WRAP

WELDS

1'-2"

4' -8

1 2" 41 2"

1' -7

-7

31 4"

3 16

11 4"

4" RUBBER

SEAL [ma1]

1 2"

TYP

WRAP

WELDS

2" x 3" CLAMP

BAR [pp1]

3" X 12" BACKER BAR [pr1]

8"Ø x 31

2" A307 HEX HEAD BOLTS [FB1],

HEX NUTS [FN1], (2) STD WASHERS [FW1],

& (1) LOCK WASHER [FW2] @ 4" CENTERS

INTERCOSTAL

PL 12" x 14"

[pe1]

TOP FLANGE

PL 11

2" x 31 2" [pm1]

STIFFENER

PL 12" x 71

2" [pg1]

FLANGE

PL 12" x 10" [pd1]

FLANGE

PL 12" x 10"

[pd1]

INTERCOSTAL

PL 12" x 14"

[pe1]

STIFFENER

PL 12" x 81

4" [pf1]

FLANGE

PL 12" x 10"

[pd1]

ENLARGED SECTION B-B

SKIN PL 12" x 561 4"

[pa1]

TYP

WRAP

WELDS

LIFTING HOOK

PL 11

4" x 79 16"

[pt1]

TYP

WRAP

WELDS

WEB [pc1] PL 12" x 14"

1 4" 1 4"

FCW

F-F

3" X 12" BACKER BAR [pr1]

TYP

100� MT1

WPS 15-20-1/4-16

WPS 15-200-1

WPS 15-20-1/4-16

WPS 15-20-1/4-16 WPS 15-20-1/4-16

WPS 15-20-1/4-16

ADDITIONAL MATERIALS SECTION

MATERIAL ADDED IN 3

LOCATIONS FOR MILLING

FLATNESS REQUIREMENTS

AFTER FABRICATION:

1. 1

4" ADDED TO WIDTH OF END

PLATES FOR VERTICAL SEAL.

2. 1

4" ADDED TO BOTTOM OF

SKIN PLATE FOR FLATNESS

WITH THE BOTTOM SEAL.

3. TOP BAR TO BE 1 12" x 3 12"

FOR MATERIAL AVAILABILITY.

a. INSET EXTRA 14" FROM SKIN PL.

b. LOWER TOP OF SKIN PLATE FOR

EXTRA DEPTH OF BAR.

c. MILL TOP 14" ± FOR FLATNESS.

d. STIFFENER EXTENDED TO BOTTOM

SIDE OF SEAL BEARING BAR.

3b3c

1'-6" (FINISH)1

11 4"

1 4" 4'

-8

1 4"

ENLARGED SECTION C-C

4" RUBBER

SEAL [ma1]

3" x 12" CLAMP BAR [pp1]

[pr1] 3" x 12" BACKER BAR

8"Ø x 31

2" A307 HEX HEAD BOLTS [FB1],

HEX NUTS [FN1], (2) STD WASHERS [FW1],

& (1) LOCK WASHER [FW2] @ 4" CENTERS

SKIN PL 12" x 561 4"

[pa1]

2" x 21

4" CLAMP

BAR [me1 or mf1]

[md1] 5 8" x 21

4" BACKER BAR

(MILLS to 12" THICK)

TYP

WRAP

WELDS

FCW

C-P

TYP

WPS 15-20-1/4-16

WPS 15-200-14

45°

1' -0

BOTTOM of SKIN PL [pa1]

4" 4" 4" 21 8" 51

8" VARIES

5 16

P-P TYP

MT 100�

BACKING

BAR [md1]

BACKING BAR [pr1]

TYP

O N x1 '-0 m b1

ENLARGED SECTION D-D

CLAMP BARS, BOLTS, &

SEALS ARE NOT SHOWN FOR

CLARITY OF BACKING BARS

WPS 15-20-1/4-16

WPS 15-200-17

8 (14)

ENLARGED SECTION F-F

4" RUBBER

SEAL [ma1]

3" x 12" CLAMP BAR [pp1]

3" x 12" BACKER BAR [pr1]

TYP

MT 100�

3 16

16" AFTER MACHINING

16"

11 4"

TYP

WRAP

WELDS

SKIN PL 12" x 561 4"

[pa1]

STIFFENER

PL 12" x 81

4" [pf1]

INTERCOSTAL

PL 12" x 14"

[pe1]

8"Ø x 31

2" A307 HEX HEAD

BOLTS [FB1], HEX NUTS [FN1],

(2) STD WASHERS [FW1], & (1) LOCK

WASHER [FW2] @ 4" CENTERS

WPS 15-20-1/4-16

5678 4 3 2 1

STOPLOG ASSEMBLY DETAILS

B. EVERETT JORDAN DAM

U.S. ARMY CORPS of ENGINEERS - WILMINGTON DISTRICT

DESC:

PROJ:

CONTR:

ARCH:

VALUES OF STEEL

MACHINE WORKS

JOHNSON

MADE IN U.S.A.

INC.

N.T.S.

DRW BY:

CHK BY: DATE:

DATE:DJQ 4-18-2023 SALES ORDER NO. SHEET REV.

23-2061-01

WORK ORDER NO.

DJQ 7-10-2023

RAIL CHANGED TO BOLTED ON DUE TO WELD ISSUES DJQ 11-6-2023

REV. DESCRIPTION BY DATE

NO CHANGES AND/OR ADDITIONS MADE PER APPROVAL DRAWINGS

RECEIVED 6-30-2023

COATING:

AISC

TIF

LEE

TSFOETUTITSNI

R E

M A

DE 291NUO 1F

5-E-Z PAINT SYSTEM

UNLESS NOTED

OTHERWISE

10200 note: weights shown in the bill of materials is approximate and may vary due to mill tolerances of steel, welds, and paint mils.

NOTE:

ALL PLATES THIS SHEET TO BE A709-50

UNLESS NOTED OTHERWISE.

SKIN PLATE, GIRDER WEBS, GIRDER FLANGES,

& LIFTING HOOKS ARE A709-50 (FCM)

FRACTURE CRITICAL MATERIAL

ALL WELDS TO BE 14" CONTINUOUS WELDS

UNLESS NOTED OTHERWISE.

FRACTURE CRITICAL WELDS ARE NOTED (FCW)

ALL WELDS TO BE 100% M.T.

B.SMITH 5-24-2023

ISSUED FOR FABRICATION DJQ 8-8-2023

DJQ 8-8-2023NO CHANGES AND/OR ADDITIONS MADE PER APPROVAL DRAWINGS

RECEIVED 8-8-2023

CHANGES MADE AFTER ISSUED FOR FABRICATION - RAIL SHIM PLATES sp1 & sp2 ADDED DJQ 11-28-2023

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AS-BUILT

01/15/2024 k7pmdjhd Rectangle k7pmdjhd Rectangle k7pmdjhd

Weight for 1: 7,153lbs

Photo 1: 2021 Crane Setup

File details come from the government source that posted it. Updated Aug 1, 2025.