05_50_13_Misc__Metal_Fabrication_Shop_Drawings.pdf

Weldment Shop Drawings Shop Drawings and Material Lists

05 50 13

U.S. Geological Survey St. Paul District

Contract No. 140G0221C0001

Construct and Install Acoustic Deterrent System

Mississippi River, Lock and Dam 19, Keokuk, IA

DATE:

TO: RE:

ATTN:

By:

Direct:

Cell:

Email:

We are sending you the attached:

LETTER OF TRANSMITTAL

TRANSMITTAL #: 002 Monday, December 14, 2020

Kaiyuh Services, LLC Contract No. #G17PC00031

112 N Water St, Ste 201 USGS - Lock #19

Sparta, WI 54656-1737 Underwater Acoustic Deterrent System

Keokuk, Iowa

Akram Abed J.F. Brennan's Job #: 352060 aabed@kaiyuhservices.com

Shop Drawings Plans Under separate cover via the following:

Copy of Letter Change Order Prints Specifications

Submittal Request for Information Other:

Copies Date Section Number Description

1 12/14/2020 05 50 13 SD-02: Detail Drawings & Material Lists

1 12/14/2020 05 50 13 SD-02: Welding of Structural Steel

For approval Approved as submitted Resubmit copies for approval

Transmitted as checked below:

For your use Approved as noted Submit copies for distribution

As requested Returned for corrections Return corrected prints

For review Other .

Remarks:

For expedited fabrication and delivery, the following materials need approval by 16DEC20: 20x12x1/2" HSS Tubes, Crosby Lifting

Hoist Rings, 1/2" Cover Fastening Flange, 1" HDPE Cover Plates. Overall submittal needs approval by 18DEC20 to ensure delivery by 15JAN21.

Received By:

Wyatt Eaton Comments:

Project Manager - Underwater Services

(608) 519-5299

(608) 799-1683 weaton@jfbrennan.com

J.F. Brennan Company, Inc.

818 Bainbridge St., La Crosse, WI 54603 www.jfbrennan.com mailto:aabed@kaiyuhservices.com mailto:aabed@kaiyuhservices.com mailto:aabed@kaiyuhservices.com mailto:cfairey@jfbrennan.com http://www.jfbrennan.com/ http://www.jfbrennan.com/ http://www.jfbrennan.com/ mailto:aabed@kaiyuhservices.com mailto:cfairey@jfbrennan.com http://www.jfbrennan.com/

ERECTION NOTE:

AISC CODE OF STANDARD PRACTICE

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

SECTION 7: PAGE 16.3-57: PARAGRAPH 7.14

7.14 CORRECTION OF ERRORS

NORMAL ERECTION OPERATIONS INCLUDE THE CORRECTION OF MINOR

MISFITS BY MODERATE AMOUNTS OF REAMING, CHIPPING, WELDING, OR

CUTTING, AND THE DRAWING OF ELEMENTS INTO LINE THROUGH THE USE OF

DRIFT PINS. ERRORS WHICH CANNOT BE CORRECTED BY THE FOREGOING

MEANS, OR WHICH REQUIRE MAJOR CHANGES IN MEMBER CONFIGURATION,

ARE REPORTED IMMEDIATELY TO THE OWNER AND FABRICATOR BY THE

ERECTOR, TO ENABLE WHOEVER IS RESPONSIBLE EITHER TO CORRECT THE

ERROR OR TO APPROVE THE MOST EFFICIENT AND ECONOMIC METHOD OF

CORRECTION TO BE USED BY OTHERS.

Location :

Detailer :

Checker:

Date :

Project :

Drawing No. :

Phase :

Date :

Client :

Project No :

W.O.# :SKV

KPR

KEOKUK, IA

JF Brennan

COE LOCK - 19

12/14/2020

12/14/2020

23849

E01

A

A ISSUED FOR APPROVALSKV12/14/2020

REVISION DATE REVISION DESCRIPTIONREV MARK BY

SPEAKER HOUSING AND ADCP HOUSING WELDMENTS - PLAN

SPEAKER HOUSING AND ADCP HOUSING WELDMENTS - ELEVATION

GAP

REF: S-502

R

IV

ER

S

ID

E

REF: S-502

FA

C

E O

F

LA

N D

W

AL

L

3'-3

SPEAKER HOUSING

16TH (LAST)

C/L

3'-3

4'-11 P102

(HANGER TOP CLAMP)

SPLICE

C/L

26'-0

P101

(J-HANGER)

4-QTY'S

HEAVY LIFT SWIVEL HOIST RING

CROSBY HR 1000 UNC

P102

(HANGER TOP CLAMP)

B104

HSS20X12X12/

J-HANGER

6TH (LAST)

C/L

A E0

A E0

3'-0

D E0

D E0

2 TY

P

4TH PICK POINT

C/L

B103

HSS20X12X12/

M100

(ADCP HOUSING)

2ND PICK POINT

C/L

6'-6

C E0

C E0

2 TY

P

14@6'-6=91'-0

5@19'-6=97'-6

P104 (TYP)

PL1"X21

(HDPE SPEAKER

HOUSING COVER)

16-QTY'S

P102

(HANGER TOP CLAMP)

1ST J-HANGER

C/L

P102

(HANGER TOP CLAMP)

P101

(J-HANGER)

26'-0

11'-1

1ST SPEAKER HOUSING

C/L

SPEAKER HOUSING

B/W 1ST & LAST

C/L

1ST PICK POINT

C/L

3RD PICK POINT

C/L

ADCP HOUSING

C/L

P103

(ACCESS COVER)

PIPE3STD

(HOSE CLAMPS TO

SECURE HYDROPHONE)

B E0

B E0

2 TY

P

E02

TYP

E02

TYP

E02

TYP

F E0

F E0

P102

(HANGER TOP CLAMP)

6'-6

37'-1

P102

(HANGER TOP CLAMP)

P100

(WIRING ACCESS

COVER)

P101

(J-HANGER)

P101

(J-HANGER)

P101

(J-HANGER)

P101

(J-HANGER)

104'-818/

22'-2

3'-3

134/

4-QTY'S

HEAVY LIFT SWIVEL HOIST RING

CROSBY HR 1000 UNC SPLICE

C/L

4'-11

6'-6

P101 (TYP)

(J-HANGER)

6-QTY'S

B103

HSS20X12X12/

B104

HSS20X12X12/

P102 (TYP)

(HANGER TOP CLAMP)

6-QTY'S

M100

(ADCP HOUSING)

P103

(ACCESS COVER)

49'-818/55'-0

104'-818/

1'-8

SECTION B - B

E01

ERECTION NOTE:

AISC CODE OF STANDARD PRACTICE

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

SECTION 7: PAGE 16.3-57: PARAGRAPH 7.14

7.14 CORRECTION OF ERRORS

NORMAL ERECTION OPERATIONS INCLUDE THE CORRECTION OF MINOR

MISFITS BY MODERATE AMOUNTS OF REAMING, CHIPPING, WELDING, OR

CUTTING, AND THE DRAWING OF ELEMENTS INTO LINE THROUGH THE USE OF

DRIFT PINS. ERRORS WHICH CANNOT BE CORRECTED BY THE FOREGOING

MEANS, OR WHICH REQUIRE MAJOR CHANGES IN MEMBER CONFIGURATION,

ARE REPORTED IMMEDIATELY TO THE OWNER AND FABRICATOR BY THE

ERECTOR, TO ENABLE WHOEVER IS RESPONSIBLE EITHER TO CORRECT THE

ERROR OR TO APPROVE THE MOST EFFICIENT AND ECONOMIC METHOD OF

CORRECTION TO BE USED BY OTHERS.

Location :

Detailer :

Checker:

Date :

Project :

Drawing No. :

Phase :

Date :

Client :

Project No :

W.O.# :SKV

KPR

KEOKUK, IA

JF Brennan

COE LOCK - 19

12/14/2020

12/14/2020

23849

E02

A

A ISSUED FOR APPROVALSKV12/14/2020

REVISION DATE REVISION DESCRIPTIONREV MARK BY

DETAIL 3

E01

DETAIL 2

E01

DETAIL 1

E01

SECTION F - F

E01

SECTION C - C

E01

SECTION G - G

E02

SECTION D - D

E01

SECTION A - A

E01

SECTION H - H

E02

SECTION J - J

E02

SECTION K - K

E02

SECTION L - L

E02

SECTION M - M

E02

SECTION N - N

E02

EM

BE

D M

EN

T

TY

P

CUT

C U

T

TY

P

OPENING

O

PE

N

IN

G

O.D

BAR2X134/

P102

PL12/ "X18

(HANGER TOP CLAMP)

HSS20X12X12/

CONCRETE LATERAL

34/ " PLATE

( 2 ) 1 14/ "Ø HOLES FOR

1 "Ø HIT RE-500 V3 EPOXY_ANC

TYP

P101

PL34/ "X18

(J-HANGER TOP)

HE0

HE0

2/

REF: A1/S-310 & E8/S-510

REF: A6/S-302 & E8/S-508

REF: A1/S-302 , E8/S-505 & A4/S-511

CLOUDED INFORMATIONS.

KINDLY CONFIRM ALL

APPROVER NOTE:-

REF: D1/S-302 & E8/S-507 REF: E8/S-503 & E8/S-504

REF: D6/S-302 & E8/S-509

REF: S-512

(TACK / FILLET)

KINDLY VERIFY WELD TYPE

APPROVER NOTE:-

12/ " BENT PLATE

4'-4

( 2 ) (1 38/ "x3 18/ ") SLOTS

FOR 1 14/ "Ø A325N BOLTS

TYP

HSS20X12X12/HSS20X12X12/

N E02

N E02

134/

312/1'-4558/

4/

4/

4 4

14/ " PLATE

HOLES IN HSS FOR 38/ " Ø BOLTS

DRILL & THREAD MATCHING

M100

TUBE9 58/ "X14/

(ADCP HOUSING)

M E02

M E02

934/ "Ø HOLE IN TUBE

12/ _HEAVY_HEX_NUT

WELDED TO TUBE (TYP)

PIPE3STD

(HOSE CLAMPS TO

SECURE HYDROPHONE)

P103

PL14/ "X11

(ACCESS COVER)

3916/ " Ø HOLES IN TUBEHSS20X12X12/

L E02

L E02

CONCRETE LATERAL

J E02

J E02

1" PLATE

12/ " COVER FASTENER FLANGE

58/ " END PLATE

B/W SPEAKER & METAL.

14/ " NEOPRENE SPACER

12/ "Ø TAPPING BOLTS (TYP)

P104

PL1"X21

(HDPE SPEAKER

HOUSING COVER)

118/

CONCRETE LATERAL

HSS20X12X12/

1_HEAVY_HEX_NUT

WELDED TO PLATE

PL38/ "X10

WELDED TO TUBE

HEAVY LIFT SWIVEL HOIST RING

CROSBY HR 1000 UNC

118/

1 78/ "Ø HOLE IN TUBE

1 58/ "Ø HOLE IN PLATE

12/ " PLATE

12/ " BENT PLATE

HSS20X12X12/

1' -4

1' -8

HSS20X12X12/

KE0

KE0

1" PLATE

118/

B/W SPEAKER & METAL.

14/ " NEOPRENE SPACER

P104

PL1"X21

(HDPE SPEAKER

HOUSING COVER)

12/ "Ø TAPPING BOLTS (TYP)

12/ " COVER FASTENER FLANGE

EPOXY TO STEEL TUBE

RUBBER FERRULES

34/ " I.D 78/ " O.D

ROUND TUBE

CONCRETE LATERAL J

E02

J E02

4/

HSS20X12X12/

12/ " PLATE (TYP)

CONCRETE LATERAL

34/ _HEAVY_HEX_NUT

(WELDED TO HSS TUBE)

G E02

G E02

118/

1'-614/

2' -8

1 4/

1'-058/558/

2/

412/

HSS20X12X12/

( 2 ) 1 34/ "Ø HOLES FOR

1 12/ "Ø A325N

( 2 ) 1 14/ "Ø HOLES FOR

1 "Ø HIT RE-500 V3 EPOXY_ANC

TYP

412/

1'-6 1'

-1

4/

1" PLATE

58/ " PLATE

HSS20X12X12/

58/ " PLATE

12/ " COVER FASTENER FLANGE

COVER PLATE

1" HDPE SPEAKER HOUSING

716/ "Ø

12/ "Ø TAPPING BOLTS (TYP)

EPOXY TO STEEL TUBE

RUBBER FERRULES

34/ " I.D 78/ " O.D

ROUND TUBE

B/W SPEAKER & METAL.

14/ " NEOPRENE SPACER

HSS20X12X12/

578/

1'-234/

3 4/

( 6 ) 58/ "Ø HOLES FOR

12/ "Ø A307 BOLTS

PIPE3STD

14/ " ACCESS COVER

(12/ "x2") SLOTS

EACH SIDE

1'-1

1'-4

714/ 714/

TUBE9 58/ "X14/

14/ " PLATE

958/

HSS20X12X12/

4/

2/

1' -2

12/ " BENT PLATE

1-14/ _HEAVY_HEX_NUT

WELDED TO TUBE (TYP)

1'-1014/

A ISSUED FOR APPROVALSKV12/14/2020

REVISION DATE REVISION DESCRIPTIONREV MARK BY

ERECTION NOTE:

AISC CODE OF STANDARD PRACTICE

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

SECTION 7: PAGE 16.3-57: PARAGRAPH 7.14

7.14 CORRECTION OF ERRORS

NORMAL ERECTION OPERATIONS INCLUDE THE CORRECTION OF MINOR

MISFITS BY MODERATE AMOUNTS OF REAMING, CHIPPING, WELDING, OR

CUTTING, AND THE DRAWING OF ELEMENTS INTO LINE THROUGH THE USE OF

DRIFT PINS. ERRORS WHICH CANNOT BE CORRECTED BY THE FOREGOING

MEANS, OR WHICH REQUIRE MAJOR CHANGES IN MEMBER CONFIGURATION,

ARE REPORTED IMMEDIATELY TO THE OWNER AND FABRICATOR BY THE

ERECTOR, TO ENABLE WHOEVER IS RESPONSIBLE EITHER TO CORRECT THE

ERROR OR TO APPROVE THE MOST EFFICIENT AND ECONOMIC METHOD OF

CORRECTION TO BE USED BY OTHERS.

Location :

Detailer :

Checker:

Date :

Project :

Drawing No. :

Phase :

Date :

Client :

Project No :

W.O.# :SKV

KPR

KEOKUK, IA

JF Brennan

COE LOCK - 19

12/14/2020

12/14/2020

23849

E03

A

SCHEMATIC OF BOTTOM LAID HYDROPHONE CONDUIT LOCATIONS - KEY PLAN

BACK SIDE OF HYDROPHONE CONDUIT, UPSTREAM OF BULKHEAD SLOT

1L , 1R , 5L & 5R

BACK SIDE OF HYDROPHONE CONDUIT, RIVERSIDE, DOWNSTREAM OF BULKHEAD SLOT

BACK SIDE OF HYDROPHONE CONDUIT, LANDSIDE, DOWNSTREAM OF BULKHEAD SLOT

REF: S-904

CLOUDED INFORMATIONS.

KINDLY CONFIRM ALL

APPROVER NOTE:-

N orth

REF: S-904

REF: S-904 REF: S-904

B107

HSS4X3X316/

B108

HSS4X3X316/

B102HSS4X3X316/

B105

HSS4X3X316/

B100

HSS4X3X316/

B106

HSS4X3X316/

5L

FLOW

B109

HSS4X3X316/

B101HSS4X3X316/

BULKHEAD SLOT, 4' - 1" WIDE

1L

1R 5R 2

49'-9

B105

HSS4X3X316/

R E0

R E0

4 TY

P

B107

HSS4X3X316/

CABLES EXIT CONDUIT AT THIS LOCATION TO GO UP LADDERWEL

PIECES 1 & 5 BUTT TOGETHER AT LADDERWELL.

AND 2 FROM 5R

TO CONDUIT 3 FROM 5L

CONNECTION

PROVIDE CABLE

1R1L 5R5L

AT LADDER WELL, EA. SIDE.

3 12/ " x 12" HAND HOLEU.N.O. AT 8' O.C

3" x 12" HAND HOLE

3" APART, 48" O.C

(2) 58/ " Ø HOLES,

L3X3X316/ WITH PIPE3STD

( 36" LONG,

BEVELED BOTH ENDS )

CABLE PLUG PASSAGE

AND CONDUIT FOR HYDROPHONE

2" x 6" SLOT IN PIPE P E0

P E0

4 TY

P

HSS TUBE.

REQUIREMENT AT BOTH SIDE OF

KINDLY VERIFY THE HAND HOLE

APPROVER NOTE:-

20'-0

CABLE PLUG PASSAGE

AND CONDUIT FOR HYDROPHONE

2" x 6" SLOT IN PIPE

B100

HSS4X3X316/

25'-0

TO 5R

CONDUIT CONNECTION

PROVIDE EYE BOLT FOR

3" APART, 48" O.C

(2) 58/ " Ø HOLES,

L3X3X316/ WITH

U.N.O. AT 8' O.C

3" x 12" HAND HOLE

PIPE3STD

( 36" LONG,

BEVELED BOTH ENDS )

B109

HSS4X3X316/

3" APART, 48" O.C

(2) 58/ " Ø HOLES,

L3X3X316/ WITH

CLIPS TO MATCH TOTAL

(6) THIMBLES AND (12) WIRE CABLE

4" STEEL CABLE,

PROVIDE 20' OF 1

7'-3

ERECTION NOTE:

AISC CODE OF STANDARD PRACTICE

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

SECTION 7: PAGE 16.3-57: PARAGRAPH 7.14

7.14 CORRECTION OF ERRORS

NORMAL ERECTION OPERATIONS INCLUDE THE CORRECTION OF MINOR

MISFITS BY MODERATE AMOUNTS OF REAMING, CHIPPING, WELDING, OR

CUTTING, AND THE DRAWING OF ELEMENTS INTO LINE THROUGH THE USE OF

DRIFT PINS. ERRORS WHICH CANNOT BE CORRECTED BY THE FOREGOING

MEANS, OR WHICH REQUIRE MAJOR CHANGES IN MEMBER CONFIGURATION,

ARE REPORTED IMMEDIATELY TO THE OWNER AND FABRICATOR BY THE

ERECTOR, TO ENABLE WHOEVER IS RESPONSIBLE EITHER TO CORRECT THE

ERROR OR TO APPROVE THE MOST EFFICIENT AND ECONOMIC METHOD OF

CORRECTION TO BE USED BY OTHERS.

Location :

Detailer :

Checker:

Date :

Project :

Drawing No. :

Phase :

Date :

Client :

Project No :

W.O.# :SKV

KPR

KEOKUK, IA

JF Brennan

COE LOCK - 19

12/14/2020

12/14/2020

23849

E04

A

A ISSUED FOR APPROVALSKV12/14/2020

REVISION DATE REVISION DESCRIPTIONREV MARK BY

BACK SIDE OF HYDROPHONE CONDUIT, LANDSIDE, CORNER DOWNSTREAM TO END

SECTION P - P

E03SECTION R - R

E03

DETAIL 4

E04

SECTION S - S

SECTION T - TH

AN

D H

O

LE

CLOUDED INFORMATIONS.

KINDLY CONFIRM ALL

APPROVER NOTE:-

KINDLY VERIFY THE CONNECTION DETAILS FOR LIFTING EYE.

FIX THE NUT INSIDE OF THE TUBE HSS.

AS PER DESIGN DRAWING THERE IS NO HAND HOLES TO

WELDED TO HSS TUBE TO CONNECT CROSBY HR-125 UNC.

WE HAVE FOLLOWED 58/ "Ø HOLE & 12/ "Ø NUT

APPROVER NOTE:-

REF: S-904

REF: B/S-903

REF: A/S-903

INSTALLATION.

ANCHOR (INSTEAD OF 'L') FOR EASY OF

KINDLY VERIFY & CONFIRM STRAIGHT

APPROVER NOTE:-

23'-823'-71516/

59'-112/

B101

HSS4X3X316/

22'-2

C

EN

TE

R

LI

N

E

C /L

S

PL

IC

E

CORNER OF WALL

3" APART, 48" O.C

(2) 58/ " Ø HOLES,

L3X3X316/ WITH

PORTS AT 8' O.C

3" x 12" HAND ACCESS

B102

HSS4X3X316/

PIPE3STD

( 36" LONG,

BEVELED BOTH ENDS )

CABLE PLUG PASSAGE

AND CONDUIT FOR HYDROPHONE

2" x 6" SLOT IN PIPE

E04

4-QTY'S

FRAME SIZE 2

CROSBY HR-125 UNC THREAD

TE0

TE0

121'-6

60'-9

26'-026'-0116/

11'-1

L3X3X316/

HSS4X3X316/

LOCK WALL

BOTTOM

SET IN GROUT

APPROX. 48" O.C

WITH 58/ "Ø HOLES

12/ "Ø x 6" L ANCHOR BOLT, 2/

2/

LOCK WALL

HSS4X3X316/

PLATE AT 2 LOCATIONS

78/ " X78/ X14/

PIPE3STD

BOTTOM

ORIENTED AT 130° & 310 °

PER HYDROPHONE,

EA SIDE, 4 TOTAL

12/ " W x 2" L SLOTS, 3X

14/ " BENT PLATE

12/ _HEAVY_HEX_NUT

WELDED TO TUBE (TYP)

612/ 2

2/

1 2/

( 2 ) (58/ "x2") SLOTS

FOR 12/ "Ø A325N BOLTS 14/ " BENT PLATE

1'-4

1134/4134/

2/

3 16/

HSS4X3X316/

FRAME SIZE 2

CROSBY HR-125 UNC THREAD

58/ "Ø HOLES IN TUBE 12/ _HEAVY_HEX_NUT

75 - ANCHOR BOLTS - AB100

BILL OF MATERIAL

MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

AB100 75

P1009 75 ROD1/2" 0'-6" 25 MILL FINISH A36

SQ-2ANCHOR BOLTS

75 1/2_HEAVY_HEX_NUT 5

75 1/2_WASHER 2

TOTAL WEIGHT THIS DRAWING 25

SHOP NOTES :

1. TOLERANCE ON ALL DIMENSIONS ± 1/16".

2. CHECK SQUARENESS OF ALL CORNERS.

3. DOUBLE CHECK FLATNESS OF PLATES AFTER WELDING.

4. CHECK STRAIGHTNESS OF RAILS AFTER WELDING.

Location :

Detailer :

Checker:

Date :

Project :

Drawing No. :

Phase :

Date :

Client :

Project No :

W.O.# :SKV

YMM

KEOKUK, IA

JF Brennan

COE LOCK - 19

12/14/2020

12/14/2020

23849

AB100

A

5. RAIL WELD FINISH TO BE NOMMA #3

12/14/2020A ISSUED FOR APPROVAL

REV DESCRIPTION DATE

TR

EA

D

8/

8/

R

O D

1 2/ X

SHOP NOTES :

1. TOLERANCE ON ALL DIMENSIONS ± 1/16".

2. CHECK SQUARENESS OF ALL CORNERS.

3. DOUBLE CHECK FLATNESS OF PLATES AFTER WELDING.

4. CHECK STRAIGHTNESS OF RAILS AFTER WELDING.

Location :

Detailer :

Checker:

Date :

Project :

Drawing No. :

Phase :

Date :

Client :

Project No :

W.O.# :SKV

YMM

KEOKUK, IA

JF Brennan

COE LOCK - 19

12/14/2020

12/14/2020

23849

B100

A

5. RAIL WELD FINISH TO BE NOMMA #3

QTY. SITE BOLTS LENGTH

ONE - BEAM - B100

BILL OF MATERIAL

MARK QTY DESCRIPTION LENGTH WEIGHT GRADE

B100 1

M1010 1 HSS4X3X3/16 25'-0" 191 A500-GR.B

MILL FINISHBEAM

A1000 8 L3X3X3/16 0'-6" 15 A36

M1016 1 PIPE3STD 3'-0" 21 A53

P1030 2 PL1/4"X7/8" 0'-0 7/8" 0 A36

TOTAL WEIGHT THIS DRAWING 227

A ISSUED FOR APPROVALSKV12/14/2020

REVISION DATE REVISION DESCRIPTIONREV MARK BY

SECTION A - A

SECTION C - CSECTION B - B

RD

RD

2/

2/

M1016 2 ~ 58/ "Ø2 ~ 58/ "Ø

2/

24'-66

A1000

C

TYP.

C

A1000

A1000 A1000A1000

P1030 (F/S)

HSS4X3X316/ x 25'-0

2 ~ 58/ "Ø2 ~ 58/ "Ø

A1000 A1000

2/

2 ~ 58/ "Ø A1000

2 ~ 58/ "Ø 2 ~ 58/ "Ø

2 ~ 58/ "Ø

AA

B

B

2/

3 3'-712/ 23'-33 7'-0 3 10'-412/ 3 13'-9 3 17'-112/ 3 20'-6 3 21'-9 3

23'-112/22'-112/15'-112/14'-112/7'-112/6'-112/

2/

2/

2/

M1016

A1000

22'-412/

A1000A1000 P1030A1000A1000 A1000

A1000

21'-112/

A1000 P1030

24'-112/

23'-438/21'-1038/

A1000

316/ 316/

TYP.

12/

M1016

P1030

ORIENTED AT 130° & 310 °

PER HYDROPHONE,

EA SIDE, 4 TOTAL

12/ " W x 2" L SLOTS, 14/

TYP.

1 2/

14/

TYP.

1 2/

12/ 2

1. TOLERANCE ON ALL DIMENSIONS ± 1/16".

2. CHECK SQUARENESS OF ALL CORNERS.

3. DOUBLE CHECK FLATNESS OF PLATES AFTER WELDING.

4. CHECK STRAIGHTNESS OF RAILS AFTER WELDING.

Location :

Detailer :

Checker:

Date :

Project :

Drawing No. :

Phase :

Date :

Client :

Project No :

W.O.# :SKV

YMM

KEOKUK, IA

JF Brennan

COE LOCK - 19

12/14/2020

12/14/2020

23849

B101

A

5. RAIL WELD FINISH TO BE NOMMA #3

QTY. SITE BOLTS LENGTH

ONE - BEAM - B101

BILL OF MATERIAL

MARK QTY DESCRIPTION LENGTH WEIGHT GRADE

B101 1

M1012 1 HSS4X3X3/16 59'-1" 450 A500-GR.B

MILL FINISHBEAM

A1000 15 L3X3X3/16 0'-6" 28 A36

M1016 1 PIPE3STD 3'-0" 21 A53

P1005 2 CROSBY HR-125 UNC 1 Steel_Undefined

P1030 2 PL1/4"X7/8" 0'-0 7/8" 0 A36

TOTAL WEIGHT THIS DRAWING 500

A ISSUED FOR APPROVALSKV12/14/2020

REVISION DATE REVISION DESCRIPTIONREV MARK BY

SECTION A - A

SECTION C - CSECTION B - B

RD

RD

(B.O.I)

CROSBY HR-125 UNC

AA

A1000

A1000

2 ~ 58/ "Ø

6'-11

C

TYP.

C

A1000

112/

2 ~ 58/ "Ø A1000

2 ~ 58/ "Ø 2 ~ 58/ "Ø A1000

2/ M1016

2/

24'-3

2 ~ 58/ "Ø2 ~ 58/ "Ø

A1000 2 ~ 58/ "Ø

30'-1178/

2 ~ 58/ "Ø 16'-3

B

B 2 ~ 58/ "Ø

2 ~ 58/ "Ø A1000

112/

A1000

53'-11

2 ~ 58/ "Ø

2 ~ 58/ "Ø

CROSBY HR-125 UNC

2 ~ 58/ "Ø

2 ~ 58/ "Ø

2 ~ 58/ "Ø A1000

A1000

A1000

A1000 A1000

A1000

A1000

TACK WELD TYP

2- P1030 (N/S)

2/

612/

3 3 34'-0 3 57'-0 3

2/

2/

2/

5'-11 13'-11 1'-0 21'-11 1'-0 29'-11 1'-0 37'-11 1'-0 45'-11 1'-0 1'-0

53'-0349'-0345'-0341'-0337'-03 320'-338'-3 3 12'-3 34'-3 28'-3

112/ 112/

2/

112/

4/

112/ 112/

2/

112/112/

2/

2/

112/

HSS4X3X316/ x 59'-1

2/

2/

112/

2/

112/

2/

32'-578/

12/ _HEAVY_HEX_NUT

A1000

CROSBY HR-125 UNC

12/ _HEAVY_HEX_NUT1 ~ 58/ "Ø 1 ~ 58/ "Ø

CROSBY HR-125 UNC A1000

A1000

2 ~ 58/ "Ø

A1000 A1000 A1000

M1016 A1000A1000A1000

A1000

A1000

A1000A1000A1000A1000

2- P1030

23'-8 49'-8 59'-1

134/

32'-578/30'-1178/ 58'-714/

31'-6 6 30'-3 33'-3

31'-3330'-1012/

16/

A1000 316/ 316/

TYP.

P1030

M1016

ORIENTED AT 130° & 310 °

PER HYDROPHONE,

EA SIDE, 4 TOTAL

12/ " W x 2" L SLOTS, 14/

TYP.

14/

TYP.

2 ~ (12/ "x2") SLOTS

2 ~ (12/ "x2") SLOTS

1 2/

3 12/ 2 12/4

QTY. SITE BOLTS LENGTH

1/2"Ø A325N BOLT4 1 1/4"

ONE - BEAM - B102

BILL OF MATERIAL

MARK QTY DESCRIPTION LENGTH WEIGHT GRADE

B102 1

M1013 1 HSS4X3X3/16 62'-4" 475 A500-GR.B

MILL FINISHBEAM

A1000 16 L3X3X3/16 0'-6" 30 A36

M1016 1 PIPE3STD 3'-0" 21 A53

P1005 2 CROSBY HR-125 UNC 1 Steel_Undefined

P1021 1 PL1/4"X9 3/8" 1'-4" 11 A36

P1030 2 PL1/4"X7/8" 0'-0 7/8" 0 A36

TOTAL WEIGHT THIS DRAWING 537

A ISSUED FOR APPROVALSKV12/14/2020

REVISION DATE REVISION DESCRIPTIONREV MARK BY

SHOP NOTES :

1. TOLERANCE ON ALL DIMENSIONS ± 1/16".

2. CHECK SQUARENESS OF ALL CORNERS.

3. DOUBLE CHECK FLATNESS OF PLATES AFTER WELDING.

4. CHECK STRAIGHTNESS OF RAILS AFTER WELDING.

Location :

Detailer :

Checker:

Date :

Project :

Drawing No. :

Phase :

Date :

Client :

Project No :

W.O.# :SKV

YMM

KEOKUK, IA

JF Brennan

COE LOCK - 19

12/14/2020

12/14/2020

23849

B102

A

5. RAIL WELD FINISH TO BE NOMMA #3

SECTION A - A

SECTION C - C

SECTION B - B

RD

RD

RD

(B.O.I)

112/

2/

50'-9

2 ~ 58/ "Ø812/ A1000

58'-9

2/

A1000

M1016

13'-10

2 ~ 58/ "Ø 2 ~ 58/ "Ø 2 ~ 58/ "Ø

2 ~ 58/ "Ø

2 ~ 58/ "Ø 42'-9

2 ~ 58/ "Ø

112/

A1000 2 ~ 58/ "Ø

A10002 ~ 58/ "Ø A1000A1000 A1000

3'-9

A1000

A1000

A1000

A1000

2 ~ 58/ "Ø A1000 2 ~ 58/ "Ø2 ~ 58/ "Ø

2 ~ 58/ "Ø 2 ~ 58/ "Ø

2 ~ 58/ "Ø

2/

2 ~ 58/ "Ø

2/

A1000A1000A1000 A1000

12/ _HEAVY_HEX_NUT

2/

CROSBY HR-125 UNC

CROSBY HR-125 UNC

12/ _HEAVY_HEX_NUT

B

B

AA

112/

C

TYP.

C

TACK WELD TYP

2- P1030 (N/S)

60'-838/112/

2/

112/ 112/

2/

1'-10 361'-1059'-238/337'-103

2/

2/31

2/

2/

2'-9 59'-951'-943'-910'-9 11'-9 18'-9 19'-9 26'-9 27'-9 34'-9 35'-9

2/

5'-10 9'-10 3 3 17'-10 3 21'-10 3 25'-10 3 29'-10 3 33'-10 3 41'-10 3 45'-10 3 49'-10 3 53'-10 3 57'-10 3

112/

2/

2/

112/

2/

2/

112/

2/

112/112/

2/

HSS4X3X316/ x 62'-4

1 ~ 58/ "Ø

A1000 A1000

234/

A1000 A1000 A1000

12/ _HEAVY_HEX_NUT 12/ _HEAVY_HEX_NUT A10001 ~ 58/ "Ø

A1000

CROSBY HR-125 UNC

CROSBY HR-125 UNC

M1016

2 ~ (58/ "x2") SLOTS A1000

A1000A1000A1000 A1000

60'-7

A1000A1000

A1000A1000

2- P1030

13'-412/ 39'-412/

3 16/812/

3 359'-1

59'-812/ 61'-512/58'-512/

134/ 4

316/ 316/

TYP.

A1000

M1016

P1030 ORIENTED AT 130° & 310 °

PER HYDROPHONE,

EA SIDE, 4 TOTAL

12/ " W x 2" L SLOTS, 14/

TYP.14/

TYP.

12/212/

1 2/

SECTION F - F

ONE - BEAM - B103

A ISSUED FOR APPROVALSKV12/14/2020

REVISION DATE REVISION DESCRIPTIONREV MARK BY

BILL OF MATERIAL

MARK QTY DESCRIPTION LENGTH WEIGHT GRADE

B103 1

M1003 1 HSS20X12X1/2 54'-10 5/8" 5286 A500-GR.B

MILL FINISHBEAM

M1000 2 CROSBY HR-1000 UNC 37 Steel_Undefined

M1014 1 PIPE3STD 0'-10 1/2" 6 A53

M1015 8 TUBE7/8"X1/16" 0'-2" 1 A53

MB1005 1 HVYNUT3/8" 0' 0 A563

MB1006 1 HVYNUT3/8" 0' 0 A563

MB1007 1 HVYNUT3/8" 0' 0 A563

MB1008 1 HVYNUT3/8" 0' 0 A563

MB1009 1 HVYNUT3/8" 0' 0 A563

MB1010 1 HVYNUT3/8" 0' 0 A563

MB1011 8 RUBBER FERRULES 1 Steel_Undefined

P1015 8 PL1/2"X21" 2'-0 1/16" 186 A36

P1016 8 PL1"X14 13/16" 1'-9" 692 A36

P1017 16 PL5/8"X14 1/8" 1'-2 1/8" 284 A36

P1028 2 PL3/8"X10" 0'-10" 21 A36

P1029 16 PL1/4"X1" 1'-7 5/16" 39 A36

TOTAL WEIGHT THIS DRAWING 6554

SHOP NOTES :

1. TOLERANCE ON ALL DIMENSIONS ± 1/16".

2. CHECK SQUARENESS OF ALL CORNERS.

3. DOUBLE CHECK FLATNESS OF PLATES AFTER WELDING.

4. CHECK STRAIGHTNESS OF RAILS AFTER WELDING.

Location :

Detailer :

Checker:

Date :

Project :

Drawing No. :

Phase :

Date :

Client :

Project No :

W.O.# :SKV

YMM

KEOKUK, IA

JF Brennan

COE LOCK - 19

12/14/2020

12/14/2020

23849

B103

A

5. RAIL WELD FINISH TO BE NOMMA #3

SECTION A - A

SECTION G - GDETAIL 1DETAIL 1

SECTION C - CSECTION B - B

SECTION E - E

SECTION D - D

SECTION H - H

RD

CUT OUT TYP.

RD

P1017

RUBBER FERRULES

MB1011

P1015

358/

P1017

P1029

P1029

638/

58/ 58/

838/

1'-9

1'-234/258/

4/

(B.O.I)

(B.O.I)

P1017 (N/S)

3 8/

P1029

AA

P1017 (N/S)

6'-6

P1029

6'-6 3'-358/

CROSBY HR-1000 UNC

39'-7

E

E

M1015 (F/S)

M1015 (F/S)

11'-10 52'-724'-10

M1015 (F/S)P1017 (N/S)

M1015 (F/S)

26'-7

P1017 (N/S)

P1028

M1015 (F/S)

6'-6

P1017 (N/S)

P1015

33'-1

6'-1

2- P1029

P1016 (N/S)

P1017 (N/S)

P1015

P1016 (N/S)

P1017 (N/S) P1017 (N/S)P1017 (N/S) P1017 (N/S)

P1015

P1017 (N/S) P1017 (N/S) P1017 (N/S)P1017 (N/S) P1017 (N/S)

P1017 (N/S)

M1014

P1029

P1015

2- P1029 2- P1029 2- P1029 2- P1029

2- P1029

P1015 P1015 P1016 (N/S)

P1016 (N/S)

P1016 (N/S) P1015

P1016 (N/S)

P1015

P1016 (N/S)

P1016 (N/S)

P1028

M1015 (F/S)

2/

P1029

M1015 (F/S)

M1015 (F/S) G

G

CROSBY HR-1000 UNC

H

TYP.

H

HSS20X12X12/ x 54'-1058/

50'-1046'-144'-437'-1031'-420'-1 47'-1014/18'-413'-75'-4

4/

4/

1' -1

1 4/

6'-66'-66'-66'-6

1'-9

2/

714/714/

P1017

1 ~ 1 78/ "Ø

32'-1 51'-7

1 ~ 9 34/ "ØP1017

P1029

P1017

P1017

DET. 1

TYP.

2 ~ 1 38/ "Ø

6'-1

M1015

37'-938/

P1016

44'-338/

P1029

P1017P1017

1'-9

5'-338/

258/

31'-338/

P1017

P1015 P1016

P1017

1'-234/

P1016

P1017

P1015 P1029 P1029

P1029

P1029

P1015

P1017

P1016

P1017

P1016

P1017

P1015

20'-1

P1029

5'-4

P1016 P1015

P1029

P1015

258/ P1029

P1029

P1015

P1017

P1016

2- P1029

P1015

12'-7

P1016

P1017

50'-412/

M1014

1 ~ 1 78/ "Ø

1 ~ 3 916/ "ØCROSBY HR-1000 UNC

CROSBY HR-1000 UNC 38/ "Ø TAP HOLE

38/ "Ø TAP HOLE

46'-1

45'-1

4/

1'-234/258/

1'-234/

1'-234/314/

1'-234/ 1'-234/258/

1'-234/258/ 258/ 258/

1'-234/

52'-7516/50'-938/39'-733'-126'-724'-938/18'-338/13'-711'-938/7'-1

48'-512/

54'-718/53'-318/49'-812/43'-1012/17'-1012/1'-84

38'-725'-719'-1

50'-012/

12/ _HEAVY_HEX_NUT

12/ _HEAVY_HEX_NUT

2/

2 ~ (12/ "x2") SLOTS

6 ~ 58/ "Ø

M1014

1'-0

1' -8

1'-0

4/

2/

3 4/

P1017

C

C

D

D 1'-9

6 ~ 716/ "Ø

RUBBER FERRULES

MB1011

6 ~ 716/ "Ø

F F

B

B

P1017

16/

4/

6 ~ 716/ "Ø

P1015

P1016 2- P1029

M1015

6 ~ 716/ "Ø

4/

7 ~ 716/ "Ø

7 ~ 716/ "Ø

16/

7@238/ =1'-458/ 238/

1'-0

5@

5 16/

5@

5 16/

1' -0

7@238/4

14/ 14/

TYP.

1 16/

P1017

P1016

3 4/

P1015

P102914/ 14/

TYP.

6 ~ 716/ "Ø

14/ 14/

TYP.

14/ 14/

TYP.

14/ 14/

TYP.

2/

1' -6

1 2/

4/

5@

5 16/

45.000°

1'-0

3 4/P1017

P1015

P1016

P1029

6 ~ 716/ "Ø21 1 16/

2/

5@

5 16/

4/

1' -6

1 2/

45.000°

TACK WELD

TYP.

34/ _HEAVY_HEX_NUT

34/ _HEAVY_HEX_NUT

RUBBER FERRULES

MB1011

P1016

P1015

1' -6

1 2/

.0

1 1 16/

135.938°

1_HEAVY_HEX_NUT

CROSBY HR-1000 UNC

TACK WELD

SECTION E - E

1. TOLERANCE ON ALL DIMENSIONS ± 1/16".

2. CHECK SQUARENESS OF ALL CORNERS.

3. DOUBLE CHECK FLATNESS OF PLATES AFTER WELDING.

4. CHECK STRAIGHTNESS OF RAILS AFTER WELDING.

Location :

Detailer :

Checker:

Date :

Project :

Drawing No. :

Phase :

Date :

Client :

Project No :

W.O.# :SKV

YMM

KEOKUK, IA

JF Brennan

COE LOCK - 19

12/14/2020

12/14/2020

23849

B104

A

5. RAIL WELD FINISH TO BE NOMMA #3

QTY. SITE BOLTS LENGTH

1 1/4"Ø A325N BOLT4 3"

ONE - BEAM - B104

BILL OF MATERIAL

MARK QTY DESCRIPTION LENGTH WEIGHT GRADE

B104 1

M1004 1 HSS20X12X1/2 49'-6 5/8" 4772 A500-GR.B

MILL FINISHBEAM

M1000 2 CROSBY HR-1000 UNC 37 Steel_Undefined

M1015 8 TUBE7/8"X1/16" 0'-2" 1 A53

MB1011 8 RUBBER FERRULES 1 Steel_Undefined

P1000 1 PL1/2"X41 9/16" 4'-4" 306 A36

P1015 8 PL1/2"X21" 2'-0 1/16" 186 A36

P1016 8 PL1"X14 13/16" 1'-9" 692 A36

P1017 15 PL5/8"X14 1/8" 1'-2 1/8" 266 A36

P1018 1 PL5/8"X20" 1'-10" 60 A36

P1028 2 PL3/8"X10" 0'-10" 21 A36

P1029 16 PL1/4"X1" 1'-7 5/16" 39 A36

TOTAL WEIGHT THIS DRAWING 6382

A ISSUED FOR APPROVALSKV12/14/2020

REVISION DATE REVISION DESCRIPTIONREV MARK BY

SECTION D - D

SECTION A - A

SECTION F - F

DETAIL 1DETAIL 1

SECTION C - C

SECTION B - B

CUT OUT TYP.

RD

RD

P1015

7 ~ 716/ "Ø

P1017

RUBBER FERRULES

MB1011

P1029 838/

P1029

6 ~ 716/ "Ø P1017

P1016 638/

258/ 1'-234/ 358/

4/

58/ 1'-9 58/

(B.O.I)

(B.O.I)

P1016

P1015

RUBBER FERRULES

MB1011

M1015

135.938°

1 1 16/

1' -6

1 2/

.0

RUBBER FERRULES

MB1011

P1029P1016 (N/S) P1029

51'-912/12'-912/ 17'-612/ 30'-612/25'-912/

37'-912/

P1029

P1017 (N/S)

P1017 (N/S)

AA

P1017 (N/S)

P1029

P1018

P1029

P1000

50'-012/

P1015

31'-312/

P1017 (N/S)P1017 (N/S) P1017 (N/S)

P1015

P1017 (N/S)

P1028 P1017 (N/S)

P1015

P1029

P1017 (N/S)

P1015

P1017 (N/S) P1017 (N/S)

P1015

P1015

P1016 (N/S) P1017 (N/S)

P1017 (N/S) P1015

P1029P1029

1' -1

1 4/

P1017 (N/S) P1017 (N/S)

P1015

P1029P1029

F

TYP.

F

24'-912/

CROSBY HR-1000 UNC CROSBY HR-1000 UNC

1_HEAVY_HEX_NUT

1_HEAVY_HEX_NUT

1'-9

2/

1'-058/50'-912/44'-312/18'-312/11'-912/5'-312/

4'-4

58/

51'-1018/ (HSS20X12X12/ x 49'-658/ )

45'-312/43'-612/38'-912/37'-012/32'-312/24'-012/19'-312/11'-012/6'-312/4'-612/

51'-912/

P1029 P1029

50'-318/

P1015

P1000

P1017

M1015

45'-312/

P1017 P1017

P1015 M1015

P1017P1029 P1016

M1015

P1016

P1028

M1015

CROSBY HR-1000 UNC

DET. 1

TYP.

2 ~ (1 38/ "x3 18/ ") SLOTS

P1029

P1017

P1016 P1017

P1029 30'-918/ P1029

P1015

P1017 P1017

M1015 P1029

P1016 P1017

P1029 P1015

P1016

P1029 M1015

P1016

18'-1178/

P1017 P1017

M1015

1 ~ 1 78/ "Ø

49'-1178/

P1015

P1029

P1017

P1015 M1015 P1029 P1029

P1017

P1016

P1015

P1018P1029

P1028

1 ~ 1 78/ "Ø

P1016

P1017

P1017

25'-578/

CROSBY HR-1000 UNC

12'-578/ 39'-313'-31'-958/558/

3 16/ 6 6

51'-578/44'-1178/43'-918/38'-578/37'-318/31'-1178/24'-318/17'-918/11'-318/5'-1178/4'-918/

43'-578/38'-912/36'-1178/32'-312/30'-578/25'-912/23'-1178/19'-312/17'-578/12'-912/10'-1178/6'-312/4'-578/

P1028

1_HEAVY_HEX_NUT

TACK WELD TYP

CROSBY HR-1000 UNC

5@

5 16/

M1015

5@

5 16/

RUBBER FERRULES

MB1011

P1029

P1016

7 ~ 716/ "Ø1

4/

D

D

C

C

1'-7

P1017

B

B

E E

6 ~ 716/ "Ø

P1029

P1015

P1017

16/

9 1'-0

16/

1'-9

8@238/

4/

158/8@238/1

1 16/ P1015

P1016

14/ 14/

TYP.

14/ 14/

TYP.

14/ 14/

TYP.

14/ 14/

TYP.

14/ 14/

TYP.

45.000°

5@

5 16/

4/

2/

1' -6

1 2/

3 4/

1'-0

5@

5 16/ 11 2/

P1016

P1017

P1015

P1029

6 ~ 716/ "Ø

4/

1' -6

1 2/

3 4/

1 16/

ONE - BEAM - B105

BILL OF MATERIAL

MARK QTY DESCRIPTION LENGTH WEIGHT GRADE

B105 1

M1008 1 HSS4X3X3/16 20'-0" 152 A500-GR.B

MILL FINISHBEAM

A1000 5 L3X3X3/16 0'-6" 9 A36

M1016 1 PIPE3STD 3'-0" 21 A53

P1030 2 PL1/4"X7/8" 0'-0 7/8" 0 A36

TOTAL WEIGHT THIS DRAWING 183

A ISSUED FOR APPROVALSKV12/14/2020

REVISION DATE REVISION DESCRIPTIONREV MARK BY

SHOP NOTES :

1. TOLERANCE ON ALL DIMENSIONS ± 1/16".

2. CHECK SQUARENESS OF ALL CORNERS.

3. DOUBLE CHECK FLATNESS OF PLATES AFTER WELDING.

4. CHECK STRAIGHTNESS OF RAILS AFTER WELDING.

Location :

Detailer :

Checker:

Date :

Project :

Drawing No. :

Phase :

Date :

Client :

Project No :

W.O.# :SKV

YMM

KEOKUK, IA

JF Brennan

COE LOCK - 19

12/14/2020

12/14/2020

23849

B105

A

5. RAIL WELD FINISH TO BE NOMMA #3

SECTION A - A

SECTION B - B

SECTION C - C

RD

TY

P.

TY

P.

RD

C

TYP.

C

3'-712/

2 ~ 58/ "Ø 2 ~ 58/ "Ø

4/

2'-0

2 ~ (12/ "x2") SLOTS

HSS4X3X316/ x 20'-0

A1000 M1016

112/

11'-712/

A1000

A1000

2/

2/

AA

B

B 2- P1030 (N/S)

A1000 112/

A1000

2 ~ (12/ "x2") SLOTS

2 ~ (12/ "x2") SLOTS

2/

14'-0

2 ~ (12/ "x2") SLOTS

2 ~ 58/ "Ø

112/

2 ~ 58/ "Ø 2 ~ 58/ "Ø

2/

2/

412/19'-712/12'-712/4'-712/

2/

2/

4/

318'-0310'-0112/36'-04'-1038/3'-438/

5'-712/6

3'-3

A1000

16/ A1000

3'-1012/

A1000 P1030

P1030

A1000

A1000M1016

16/

34'-9

2'-712/

ORIENTED AT 130° & 310 °

PER HYDROPHONE,

EA SIDE, 4 TOTAL

12/ " W x 2" L SLOTS, P1030

14/

TYP.

M1016

14/

TYP.

12/212/4 1 2/

1 2/

316/ 316/

TYP.

A1000

QTY. SITE BOLTS LENGTH

ONE - BEAM - B106

BILL OF MATERIAL

MARK QTY DESCRIPTION LENGTH WEIGHT GRADE

B106 1

M1006 1 HSS4X3X3/16 20'-0" 152 A500-GR.B

MILL FINISHBEAM

A1000 5 L3X3X3/16 0'-6" 9 A36

M1016 1 PIPE3STD 3'-0" 21 A53

P1030 2 PL1/4"X7/8" 0'-0 7/8" 0 A36

TOTAL WEIGHT THIS DRAWING 183

SHOP NOTES :

1. TOLERANCE ON ALL DIMENSIONS ± 1/16".

2. CHECK SQUARENESS OF ALL CORNERS.

3. DOUBLE CHECK FLATNESS OF PLATES AFTER WELDING.

4. CHECK STRAIGHTNESS OF RAILS AFTER WELDING.

Location :

Detailer :

Checker:

Date :

Project :

Drawing No. :

Phase :

Date :

Client :

Project No :

W.O.# :SKV

YMM

KEOKUK, IA

JF Brennan

COE LOCK - 19

12/14/2020

12/14/2020

23849

B106

A

5. RAIL WELD FINISH TO BE NOMMA #3

SECTION A - A

SECTION B - B

SECTION C - C

TY

P.

TY

P.

RD

RD

2/

A1000

C

TYP.

C

19'-712/

P1030 (F/S) A1000

2/ 11

2/

112/

A1000

2/

A1000 A1000

2/

M1016

HSS4X3X316/ x 20'-0

12'-712/

2 ~ 58/ "Ø

412/

112/

2 ~ 58/ "Ø

2 ~ 58/ "Ø P1030 (F/S)

4/

AA

18'-0

4/

4'-9B

B 2 ~ 58/ "Ø

11'-712/4'-712/3'-712/

2/

112/314'-0112/10'-036'-0112/32'-0

2/

4/

333'-3

4'-1038/3'-438/

A1000 A1000 A1000 A1000

5'-712/

A1000

M1016

P1030

2'-712/

P1030

63'-1012/

16/

16/

ORIENTED AT 130° & 310 °

PER HYDROPHONE,

EA SIDE, 4 TOTAL

12/ " W x 2" L SLOTS, M1016

P1030

14/

TYP.

14/

TYP.

1 2/

1 2/

4 12/212/

316/ 316/

QTY. SITE BOLTS LENGTH

ONE - BEAM - B107

BILL OF MATERIAL

MARK QTY DESCRIPTION LENGTH WEIGHT GRADE

B107 1

M1009 1 HSS4X3X3/16 49'-9" 379 A500-GR.B

MILL FINISHBEAM

A1000 12 L3X3X3/16 0'-6" 22 A36

M1016 1 PIPE3STD 3'-0" 21 A53

P1030 2 PL1/4"X7/8" 0'-0 7/8" 0 A36

TOTAL WEIGHT THIS DRAWING 423

SHOP NOTES :

1. TOLERANCE ON ALL DIMENSIONS ± 1/16".

2. CHECK SQUARENESS OF ALL CORNERS.

3. DOUBLE CHECK FLATNESS OF PLATES AFTER WELDING.

4. CHECK STRAIGHTNESS OF RAILS AFTER WELDING.

Location :

Detailer :

Checker:

Date :

Project :

Drawing No. :

Phase :

Date :

Client :

Project No :

W.O.# :SKV

YMM

KEOKUK, IA

JF Brennan

COE LOCK - 19

12/14/2020

12/14/2020

23849

B107

A

5. RAIL WELD FINISH TO BE NOMMA #3

SECTION A - A

SECTION C - CSECTION B - B

RD

RD

2/

A1000A1000

34'-0

2 ~ 58/ "Ø

AA

2 ~ 58/ "Ø

A1000

2 ~ 58/ "Ø

A1000 2 ~ 58/ "Ø

2 ~ 58/ "Ø

2 ~ 58/ "Ø

M1016

A1000

2- P1030 (N/S)2 ~ 58/ "Ø

A1000 2 ~ 58/ "ØA1000

2 ~ 58/ "Ø

A1000 2 ~ 58/ "ØA1000

A1000

A1000 A10002 ~ 58/ "Ø 2 ~ 58/ "Ø

B

B

C

TYP.

C

HSS4X3X316/ x 49'-9

112/ 112/

2/

112/

2/

112/

2/

112/

7'-712/

2/

2/

112/

2/

112/

2/

112/

2/

112/

2/ 112/

23'-712/

2/

112/

2/

112/ 346'-0342'-0338'-03330'-0326'-0

32'-712/

322'-018'-014'-0310'-036'-02'-0

4/

4/

712/

1'-047'-712/1'-039'-712/31'-712/1'-01'-015'-712/1'-0

32'-1038/31'-438/

2 ~ (12/ "x2") SLOTS

A1000A1000

A1000

2 ~ (12/ "x2") SLOTS

A1000

33'-712/

31'-1012/

2- P1030

A1000

30'-712/

A1000A1000 A1000 A1000

32'-9

A1000 A1000 A1000 M1016

2 ~ (12/ "x2") SLOTS

2 ~ (12/ "x2") SLOTS 331'-3

16/

A1000 316/ 316/

TYP.

14/

TYP.

M1016

P1030 14/

TYP. ORIENTED AT 130° & 310 °

PER HYDROPHONE,

EA SIDE, 4 TOTAL

12/ " W x 2" L SLOTS, 1 2/

12/212/

ONE - BEAM - B108

BILL OF MATERIAL

MARK QTY DESCRIPTION LENGTH WEIGHT GRADE

B108 1

M1007 1 HSS4X3X3/16 49'-9" 379 A500-GR.B

MILL FINISHBEAM

A1000 12 L3X3X3/16 0'-6" 22 A36

M1016 1 PIPE3STD 3'-0" 21 A53

P1030 2 PL1/4"X7/8" 0'-0 7/8" 0 A36

TOTAL WEIGHT THIS DRAWING 423

A ISSUED FOR APPROVALSKV12/14/2020

REVISION DATE REVISION DESCRIPTIONREV MARK BY

SHOP NOTES :

1. TOLERANCE ON ALL DIMENSIONS ± 1/16".

2. CHECK SQUARENESS OF ALL CORNERS.

3. DOUBLE CHECK FLATNESS OF PLATES AFTER WELDING.

4. CHECK STRAIGHTNESS OF RAILS AFTER WELDING.

Location :

Detailer :

Checker:

Date :

Project :

Drawing No. :

Phase :

Date :

Client :

Project No :

W.O.# :SKV

YMM

KEOKUK, IA

JF Brennan

COE LOCK - 19

12/14/2020

12/14/2020

23849

B108

A

5. RAIL WELD FINISH TO BE NOMMA #3

SECTION A - A

SECTION C - C

SECTION B - B

RD

RD

39'-712/

2 ~ 58/ "Ø

2 ~ 58/ "Ø

AA

7'-712/

A1000

2 ~ 58/ "Ø

B

B

2 ~ 58/ "Ø2 ~ 58/ "Ø

15'-712/

2 ~ 58/ "Ø

23'-712/

2 ~ 58/ "Ø

1'-0

2/

A1000A1000

1'-0

A1000 A1000

A1000

42'-03

A1000 A1000

A10002 ~ 58/ "Ø A1000 A1000

M1016

2/

2 ~ 58/ "Ø 2 ~ 58/ "ØA1000

P1030 (F/S)

2 ~ 58/ "Ø

C

TYP.

C

2/

2/

31'-712/ 32'-712/ 1'-0 47'-712/1'-0

6'-0

1'-0

4/

4/

712/

2/

2/

2/

2/

HSS4X3X316/ x 49'-9

2/

2/

2/

2/

346'-03338'-0334'-0332'-9331'-3330'-0326'-0322'-0318'-014'-0310'-0332'-0

4/

A1000 A1000

A1000

1 16/

A1000 A1000

16/

A1000 17 16/A1000 A1000A1000

631'-1012/

A1000 P1030

M1016 A1000A1000

P1030

33'-712/30'-712/

32'-1038/31'-438/

A1000

316/ 316/

TYP.

12/

M1016

ORIENTED AT 130° & 310 °

PER HYDROPHONE,

EA SIDE, 4 TOTAL

12/ " W x 2" L SLOTS, 14/

TYP.

P1030

4 3 212/

MARK QTY DESCRIPTION LENGTH WEIGHT GRADE

B109 1

M1011 1 HSS4X3X3/16 7'-3" 55 A500-GR.B

MILL FINISHBEAM

A1000 2 L3X3X3/16 0'-6" 4 A36

TOTAL WEIGHT THIS DRAWING 59

QTY. SITE BOLTS LENGTH

ONE - BEAM - B109

A ISSUED FOR APPROVALSKV12/14/2020

REVISION DATE REVISION DESCRIPTIONREV MARK BY

SHOP NOTES :

1. TOLERANCE ON ALL DIMENSIONS ± 1/16".

2. CHECK SQUARENESS OF ALL CORNERS.

3. DOUBLE CHECK FLATNESS OF PLATES AFTER WELDING.

4. CHECK STRAIGHTNESS OF RAILS AFTER WELDING.

Location :

Detailer :

Checker:

Date :

Project :

Drawing No. :

Phase :

Date :

Client :

Project No :

W.O.# :SKV

YMM

KEOKUK, IA

JF Brennan

COE LOCK - 19

12/14/2020

12/14/2020

23849

B109

A

5. RAIL WELD FINISH TO BE NOMMA #3

SECTION A - A

RD

A

TYP.

A 2 ~ 58/ "Ø

2 ~ 58/ "Ø A1000

A1000

HSS4X3X316/ x 7'-3

2/

5'-112/

2/

112/3112/31'-1012/

316/ 316/

MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

M100 1

M1005 1 TUBE9 5/8"X1/4" 0'-7 3/4" 16 MILL FINISH A53

SQ-2MISC

P1026 1 PL1/4"X9" 0'-9" 3 A36

P1027 1 PL1/4"X10" 1'-0 5/8" 3 A36

TOTAL WEIGHT THIS DRAWING 21

ONE - MISC - M100

SHOP NOTES :

1. TOLERANCE ON ALL DIMENSIONS ± 1/16".

2. CHECK SQUARENESS OF ALL CORNERS.

3. DOUBLE CHECK FLATNESS OF PLATES AFTER WELDING.

4. CHECK STRAIGHTNESS OF RAILS AFTER WELDING.

Location :

Detailer :

Checker:

Date :

Project :

Drawing No. :

Phase :

Date :

Client :

Project No :

W.O.# :SKV

YMM

KEOKUK, IA

JF Brennan

COE LOCK - 19

12/14/2020

12/14/2020

23849

M100

A

5. RAIL WELD FINISH TO BE NOMMA #3

12/14/2020A ISSUED FOR APPROVAL

REV DESCRIPTION DATE

SECTION B - B

SECTION A - A

BB

AA

1 2/

P1026

P1027

10 (TUBE9 58/ *14/ x 734/ )

316/ 316/ 1 2/

4/

P1027

2 ~ 716/ "Ø

1 16/

TYP

P1026

4 ~ 516/ "Ø

45°

3 16/

3 16/

21316/21316/

12/14/2020A ISSUED FOR APPROVAL

REV DESCRIPTION DATE

ONE - PLATE - P100

BILL OF MATERIAL

MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

P100 1

P1002 1 PL1/2"X24" 3'-8 7/8" 152 MILL FINISH A36

SQ-2PLATE

P1010 1 PL1/2"X18 1/4" 2'-8 1/4" 48 A36

TOTAL WEIGHT THIS DRAWING 201

SHOP NOTES :

1. TOLERANCE ON ALL DIMENSIONS ± 1/16".

2. CHECK SQUARENESS OF ALL CORNERS.

3. DOUBLE CHECK FLATNESS OF PLATES AFTER WELDING.

4. CHECK STRAIGHTNESS OF RAILS AFTER WELDING.

Location :

Detailer :

Checker:

Date :

Project :

Drawing No. :

Phase :

Date :

Client :

Project No :

W.O.# :SKV

YMM

KEOKUK, IA

JF Brennan

COE LOCK - 19

12/14/2020

12/14/2020

23849

P100

A

5. RAIL WELD FINISH TO BE NOMMA #3

2 ~ (1316/ "x3 1316/ ") SLOTS

1'-412/ 44

8/

P1010

12/

2/

2'-012/ (PL12/ X24 x 3'-878/ ) 2'-0

2/

1' -9

1 4/

412/

2 ~ (1316/ "x3 1316/ ") SLOTS

1'-44

8/

6 - PLATES - P101

MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

P101 6

P1011 6 PL3/4"X18" 3'-2 3/8" 881 MILL FINISH A36

SQ-2PLATES

P1019 6 PL3/4"X4" 1'-6" 92 A36

P1020 6 PL3/4"X18" 1'-10 5/8" 519 A36

P1022 12 PL3/4"X15 1/4" 1'-5" 310 A36

12 1_HEAVY_HEX_NUT 4

TOTAL WEIGHT THIS DRAWING 1801

SHOP NOTES :

1. TOLERANCE ON ALL DIMENSIONS ± 1/16".

2. CHECK SQUARENESS OF ALL CORNERS.

3. DOUBLE CHECK FLATNESS OF PLATES AFTER WELDING.

4. CHECK STRAIGHTNESS OF RAILS AFTER WELDING.

Location :

Detailer :

Checker:

Date :

Project :

Drawing No. :

Phase :

Date :

Client :

Project No :

W.O.# :SKV

YMM

KEOKUK, IA

JF Brennan

COE LOCK - 19

12/14/2020

12/14/2020

23849

P101

A

5. RAIL WELD FINISH TO BE NOMMA #3

12/14/2020A ISSUED FOR APPROVAL

REV DESCRIPTION DATE

R 1 2/

P1022 (B/S)

P1020

TACK WELD

3 4/ 1'

-3 1 4/

41'-11'-034/

2' -2

3 4/

34/

412/

1_HEAVY_HEX_NUT1_HEAVY_HEX_NUT

P1020 2 ~ 1 14/ "Ø

P1019 P1022

P1022

2' -0

1 4/

2/

114/

3 4/

1'-414/12/

9412/ 10

P1020

P1019 13 4/

P1022

1_HEAVY_HEX_NUT

1_HEAVY_HEX_NUT

2 ~ 1 14/ "Ø

P1022

2 ~ 1 34/ "Ø

1' -3

1 4/

212/1'-1212/

4/

6 - PLATES - P102

MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

P102 6

P1001 6 PL1/2"X18" 3'-0 1/2" 513 MILL FINISH A36

SQ-2PLATES

P1012 12 BAR2X1"3/4 0'-10" 119 A36

P1013 6 PL3/4"X5" 1'-6" 115 A36

P1014 12 PL3/4"X4 1/2" 0'-8 1/4" 47 A36

TOTAL WEIGHT THIS DRAWING 794

SHOP NOTES :

1. TOLERANCE ON ALL DIMENSIONS ± 1/16".

2. CHECK SQUARENESS OF ALL CORNERS.

3. DOUBLE CHECK FLATNESS OF PLATES AFTER WELDING.

4. CHECK STRAIGHTNESS OF RAILS AFTER WELDING.

Location :

Detailer :

Checker:

Date :

Project :

Drawing No. :

Phase :

Date :

Client :

Project No :

W.O.# :SKV

YMM

KEOKUK, IA

JF Brennan

COE LOCK - 19

12/14/2020

12/14/2020

23849

P102

A

5. RAIL WELD FINISH TO BE NOMMA #3

12/14/2020A ISSUED FOR APPROVAL

REV DESCRIPTION DATE

P1013 (N/S)

P1014 (N/S)

P1014 (N/S)

1'-6 (PL12/ X18 x 3'-012/ ) 114/1'-414/12/

4/

1'-112/

4/

P1014 (B/S) P1012 (B/S)

P1013 1'

-0 1 4/

2 ~ 1 34/ "Ø 2'-134/5

1'-134/102

R 1 1 2/

2 ~ 1 34/ "Ø

2 ~ 1 14/ "Ø

212/1'-1212/

2' -1

ONE - PLATE - P103

MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

P103 1

P103 1 PL1/4"X11" 1'-4" 12 MILL FINISH A36

SQ-2PLATE

TOTAL WEIGHT THIS DRAWING 12

SHOP NOTES :

1. TOLERANCE ON ALL DIMENSIONS ± 1/16".

2. CHECK SQUARENESS OF ALL CORNERS.

3. DOUBLE CHECK FLATNESS OF PLATES AFTER WELDING.

4. CHECK STRAIGHTNESS OF RAILS AFTER WELDING.

Location :

Detailer :

Checker:

Date :

Project :

Drawing No. :

Phase :

Date :

Client :

Project No :

W.O.# :SKV

YMM

KEOKUK, IA

JF Brennan

COE LOCK - 19

12/14/2020

12/14/2020

23849

P103

A

5. RAIL WELD FINISH TO BE NOMMA #3

12/14/2020A ISSUED FOR APPROVAL

REV DESCRIPTION DATE

34/

3 4/

912/

6 ~ 58/ "Ø

3 4/

34/

11 (PL14/ X11 x 1'-4")

4/

16 - PLATES - P104

MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

P104 16

P104 16 PL1"X21" 2'-0 5/8" 2345 MILL FINISH A36

SQ-1/BEV-1PLATES

TOTAL WEIGHT THIS DRAWING 2345

12/14/2020A ISSUED FOR APPROVAL

REV DESCRIPTION DATE

SHOP NOTES :

1. TOLERANCE ON ALL DIMENSIONS ± 1/16".

2. CHECK SQUARENESS OF ALL CORNERS.

3. DOUBLE CHECK FLATNESS OF PLATES AFTER WELDING.

4. CHECK STRAIGHTNESS OF RAILS AFTER WELDING.

Location :

Detailer :

Checker:

Date :

Project :

Drawing No. :

Phase :

Date :

Client :

Project No :

W.O.# :SKV

YMM

KEOKUK, IA

JF Brennan

COE LOCK - 19

12/14/2020

12/14/2020

23849

P104

A

5. RAIL WELD FINISH TO BE NOMMA #3

SECTION A - A

SECTION A - A

4/

1'-9 (PL1X21 x 2'-058/ )

8@238/ =1'-7

5@

5 16/ =9

16/

A

A

R 2

45.000°

1118/1018/

105@

5 16/ =9

11 16/

3 4/

114/ 5@11516/ =91116/

6~12/ "Ø HOLE

6~12/ "Ø HOLE

6~12/ "Ø HOLE

6~12/ "Ø HOLE

7~12/ "Ø HOLE

7~12/ "Ø HOLE