Attachment 3 - A2 Reference Drawings.pdf

1. MECHANICAL GENERAL NOTES.

1. INFORMATION, TOLERANCES, AND NOTES ON THIS SHEET APPLY TO ALL MECH.

DRAWINGS, UNLESS NOTED OTHERWISE.

2. UNLESS OTHERWISE NOTED, MECHANICAL FASTENERS MUST BE TYPE 304 STAINLESS

STEEL IN ACCORDANCE WITH ASTM F879. FASTENER THREADS MUST BE COATED WITH A

TOOL REMOVABLE THREAD LOCKING COMPOUND SUITABLE FOR BOTH MATERIALS

BEFORE FINAL ASSEMBLY. FASTENERS MUST BE INSTALLED WITH HAND TOOLS TO AVOID

POTENTIAL GALLING.

3. NOMINAL THREAD CLASS FOR INTERNAL AND EXTERNAL THREADS IS UNC 2A/2B. WHEN

THREADS ARE CUT FOR USE WITH HOT-DIP GALVANIZED FASTENERS, ADJUST

TOLERANCES PER ASTM A593.

4. PERFORM WELDING IN ACCORDANCE WITH AWS D1.6.

5. 125 MICROINCH SURFACE TEXTURE ON ALL MACHINED SURFACES, UNLESS SHOWN

OTHERWISE. SURFACE TEXTUREPER ASME B46.1.

6. VARIOUS DIMENSIONS SHOWN ARE BASED ON SPECIFIED EQUIPMENT. ADJUSTMENTS MAY

BE REQUIRED DEPENDING ON EQUIPMENT SUPPLIED.

7. ALL LINEAR UNITS ARE FEET AND INCHES OR INCHES AND ALL ANGULAR UNITS ARE

DEGREES, UNLESS SHOWN OTHERWISE.

8. BREAK CORNERS AND EDGES, UNLESS SHOWN OTHERWISE.

9. ALL CHAMFERS ARE 45 DEGREES, UNLESS OTHERWISE NOTED.

10. AT FABRICATION, ALL PARTS MUST BE ASSIGNED A CONTRACTOR-DESIGNATED PART

NUMBER MARK BY EMBOSSING OR ETCHING. WELDMENTS WILL BE TREATED AS ONE

PART. ALL FABRICATED PARTS MUST BE SHOP ASSEMBLED AND CHECKED FOR PROPER

FIT AND TOLERANCES. ALL PARTS MUST BE MATCH MARKED FOR REFERENCE DURING

ASSEMBLY.

11. CONTRACTOR TO DELIVER SHIELD FRAME WELDMENT AS ONE PIECE. WOOD BLOCKS

MUST BE UTILIZED TO LIMIT DAMAGE DURING TRANSPORTATION. COVER PLATES, ACCESS

DOORS, SIDE BRACKETS AND ALL HARDWARE MUST ALL BE PACKAGEDTOGETHER AND

DELIVERED AT THE SAME TIME AS THE SHIELD FRAME WELDMENT. SEE M-501 FOR

QUANTITIES AND TYPES OF PARTS TO BE SUPPLIED BY CONTRACTOR.

12. SEE SPECIFICATIONS FOR ADDITIONAL EQUIPMENT REQUIREMENTS. DRAWING PART

NUMBERS MAY NOT REFLECT EVERY SALIENT FEATURE.

DRAWING DISCRIPTION

OVERALL ASSEMBLY

GENERAL NOTES AND DRAWING LIST

DRAWING

5631-1000-000 5631-1000-001

PIT TAG WELDMENT

GENERAL LAYOUT

5631-1000-005 5631-1000-006

MAIN PLATE DETAILS

END PLATE PART DETAILS

PARTIAL AND FULL STIFFENER PART DETAILS

ANTENNA SKID CAP ASSEMBLY

TRANCEIVER SKID CAP

5631-1000-007 5631-1000-008 5631-1000-009 5631-1000-010 5631-1000-011 5631-1000-012 5631-1000-013 5631-1000-014

5631-1000-020 5631-1000-021

POST FABRICATION HOLE LAYOUT

NDT REQUIRMENTS

BONNEVILLE DAM PIT TAG DETECTION

W9127N25PA043

CODE WELD TYPE

D1.6 ( FC )

FILLET

PJP

CJP

VT MT UT RT PT MISC.

100%

100% 100%

100% TENSION CRITERIA, SEE NOTE 2

NOTES:

1. REJECTS FOUND DURING RANDOM TESTING WILL REQUIRE 100% OF THE APPLICABLE WELD TO BE TESTED

2. IN THE UT REPORT, INCLUDE REJECTABLE INDICATION AND NOT-REJECTABLE INDICATION WITH A DEFECT SEVERETY RATING WITHIN 6db OF BEING REJECTABLE. FULLY RECORD THE INDICATION, RATING, SIZE

AND LOCATION OF EACH WELD TESTED

BULKHEAD DRAWING LIST

5631-1000-015

COVER PLATE & ACCESS DOOR PART DETAIL

DRAWING DISCRIPTION DRAWING

USACE - PORTLAND OR

CODE WELD TYPE

FILLET

PJP

CJP

VT MT UT RT PT MISC.

100% 100% 100%

1.0 STRUCTURAL STEEL

1.1 ALL DIMENSIONS, DISTANCES AND SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS.

THE CONTRACTER MUST FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING

FABRICATION AND MUST DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING

CLOUDED VARIANCES FOR GOVERNMENT APPROVAL.

1.2 ALL SHARP EDGES MUST BE BROKEN TO A 1/16" RADIUS UNLESS NOTED OTHERWISE.

SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF SHEARING, FLAME

CUTTING, OR MACHINING. SHEARED PLATES GREATER THAN 5/8" ARE NOT ALLOWED.

1.3 ALL STRUCTURAL STAINLESS STEEL MUST BE ASSUMED TO BE TENSION MEMBERS.

1.4 ALL WELDS ON THE CONTRACT DRAWINGS MUST BE ASSUMED TO BE CJP WELDS UNLESS

THERWISE NOTED OR APPROVED BY THE GOVERMNENT, AND MUST BE IDENTIFIED ON THE

SHOP DRAWINGS FOR APPROVAL.

1.5 ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS MUST BE

PROVIDED IN LIST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS

LOCATED ON. THIS LIST MUST BE ADDED TO THE FIRST PAGE OF

THE SHOP DRAWINGS AND MUST BE PROVIDED FOR GOVERNMENT APPROVAL.

1.6 WELD ACCESS HOLES ARE 1 1/2" RADIUS AND GROUND SMOOTH UNLESS OTHERWISE

NOTED.

1.7 ALL MATERIALS TO BE WELDED MUST BE ASTM 240/A240M, STAINLESS STEEL, UNS S30400

UNLESS OTHERWISE NOTED.

1.8 PROVIDE BOLTS, NUTS, PINS, AND WASHERS OF THE MATERIAL, GRADE, TYPE,

CLASS, STYLE AND FINISH INDICATED.

1.8.1

HEX BOLTS - ASTM F593 STAINLESS STEEL ALLOY 304.

1.8.2

BUTTON HEAD CAP SCREWS - ASTM F879 STAINLESS STEEL ALLOY 304.

1.8.3

FLAT COUNTERSUNK HEAD CAP SCREWS - ASTM F879 STAINLESS STEEL ALLOY 304.

1.8.4

HEX NUTS - ASTM F594 STAINLESS STEEL ALLOY 304.

1.8.5

WASHERS - ASTM A276/A276M STAINLESS STEEL TYPE 304.

1.9 WELDING TO BE PER AWS D1.6 AND SPECIFICATION 05 59 20.00 25.

1.10 ULTRAHIGH MOLECULAR WEIGHT POLYETHYLENE (UHMW-PE)

(1) MINIMUM SPECIFIC GRAVITY OF 0.034 LBS/IN3 PER ASTM D792.

(2) MINIMUM TENSILE STRENGTH OF 4,000 PSI PER ASTM D638.

(3) MINIMUM DUROMETER HARDNESS OF D65 PER ASTM D2240 - PER RFI-0005.

(4) MAXIMUM COEFFICIENT OF FRICTION AGAINST STEEL OF 0.20 PER ASTM D1894.

(5) MINIMUM NOTCHED IZOD IMPACT STRENGTH AT 23 DEGREES C OF 22.5

FT-LBS/IN PER ASTM D256.

(6) NO (ZERO PERCENT) WATER ABSORPTION PER ASTM D570.

a. THE UHMW-PE MATERIAL MUST BE STABILIZED FOR ULTRAVIOLET RADIATION VIA

2.5 PERCENT CARBON BLACK OR OTHER EQUIVALENT STABILIZER. THE

FABRICATED FORM MUST BE FORMULATED FROM 100 PERCENT VIRGIN RESIN. THE

VIRGIN RESIN MUST BE A CROSS-LINKED HOMOPOLYMER OF ETHYLENE AND HAVE

AN INTRINSIC VISCOSITY (IV) BETWEEN 22.0 AND 28.0 DL/G PER ASTM D4020.

2.0 DESIGN LOADS

2.1 HYDROSTATIC FORCE: 0.748 KIPS/FT

2.2 DEBRIS LOAD: 39 KIPS

DRW. BY

09/24/25

SCALE

ORIG.DR.

SCALE

DATE 5631-1000-000

DWG.NO.

DATE

CHK. BY

DATEMRK REVISIONS BY

MADE

A 10-08

2025 ISSUED FOR APPROVAL JN

09/29/25

BPDRW. BY

DATE

JMN

DATEMRK REVISIONS BY

MADE

USACE

BONNEVILLE DAM FISH PASSAGE FACILITY

PIT TAG DETECTION

GENERAL NOTES AND DRAWING LIST

W9127N25PA043

DECIMAL

TOLERANCES UNLESS

NOTED OTHERWISE

.00 = +\- 0.02

.000 = +\- 0.005

FRACTIONAL

UNDER 30ft = +\- 1/16" 30ft AND OVER = +\- 1/8" INDUSTRIES, INC.

5534 NW 112ND AVE,

PORTLAND, OREGON 97230

1(503)256-1955

WWW.TRANSCO-IND.COM

5631-1000-000

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 N

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D C

B A

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NORTH END SIDE BRACKET

NORTH END SIDE BRACKET PART DETAILS

SOUTH END SIDE BRACKET

SOUTH END SIDE BRACKET PART DETAILS

ANTENNA SKID CAP PART DETAILS 5631-1000-022

5631-1000-023ANTENNA SKID CAP PART DETAILS

5631-1000-024UHMW WIER GATE SPACER

B 10-28

2025 CHANGED UHMW DUROMETER TO 65 PER REF-0005. RE-ISSUED FOR APPROVAL JN

10-30

2025 ISSUED FOR FABRICATION JN

g2eccrgf Rectangle g2eccrgf Line g2eccrgf Line g2eccrgf Line g2eccrgf Line g2eccrgf Line g2eccrgf Rectangle g2eccrgf Line g2eccrgf Line g2eccrgf Rectangle g2eccrgf Line g2eccrgf Line g2eccrgf Line g2eccrgf Text Box Content crossed out is not applicable to this contract.

g2eccrgf Text Box Attachment A2: Reference Drawings g2eccrgf Text Box A2-1 g2eccrgf Rectangle g2eccrgf Line g2eccrgf Line g2eccrgf Rectangle g2eccrgf Line g2eccrgf Line g2eccrgf Rectangle g2eccrgf Line g2eccrgf Line

DRW. BY

09/25/25

SCALE

ORIG.DR.

SCALE

DATE 5631-1000-001

DWG.NO.

DATE

CHK. BY

DATEMRK REVISIONS BY

MADE

A 10-08

2025 ISSUED FOR APPROVAL JN

09/29/25

BPDRW. BY

DATE

JMN

DATEMRK REVISIONS BY

MADE

USACE

BONNEVILLE DAM FISH PASSAGE FACILITY

PIT TAG DETECTION WELDMENT

MAIN LAYOUT AND SECTION VIEWS

W9127N25PA043

DECIMAL

TOLERANCES UNLESS

NOTED OTHERWISE

.00 = +\- 0.02

.000 = +\- 0.005

FRACTIONAL

UNDER 30ft = +\- 1/16" 30ft AND OVER = +\- 1/8" INDUSTRIES, INC.

5534 NW 112ND AVE,

PORTLAND, OREGON 97230

1(503)256-1955

WWW.TRANSCO-IND.COM

5631-1000-001

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 N

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B A

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NOTES:

1. PARTS FOR THIS ASSEMBLY ARE LOCATED ON SHEET

5631-1000-005, 010, 012, 014, 20 & 21.

2. REF. DESIGN DRAWINGS M-201 & M-301 FOR FIELD

ASSEMBLY DETAILS.

3. ISOLATION SLEEVE IS ONLY REQUIRED FOR WEIR

GATE STEEL ISOLATION FROM STAINLESS STEEL BOLT.

4. HOLES FOR WEIR GATE WILL BE FIELD DRILLED BY

GOVERNMENT USING SHIELD AS AS TEMPLATE.

5. ALL PARTS ON THIS DRAWING ARE SHIPPED LOOSE

AND WILL BE INSTALLED ON-SITE.

BILL OF MATERIALS

DESCRIPTIONQTYITEM LENGTH MATERIAL WEIGHT TRACE#CVN

MK~5631-1000-001A

A

A

SECTION A-A

4 444

6 7

2 2 2 2

2 & 3

A

A

OPP.

OPP.

6 7

SCALE X2

1 LOCATION AS SHOWN

1 LOCATION OPPOSITE

7 AT

OPP.

SCALE X2

4 LOCATIONS AS SHOWN

SCALE X2

5 LOCATIONS AS SHOWN

B

B

SECTION B-B

C

C

SECTION C-C

1 MK~5631-1000-005A ( SHIELD FRAME WELDMENT ) 4904.0

4 19.5MK~5631-1000-014B ( ACCESS DOOR )

ASTM F879 TYPE 3041 3/8" LONG1/4" - 20 UNC - BUTTON HEAD CAP SCREW12

5 MK~5631-1000-014A ( COVER PLATE ) 19.5

ASTM F879 TYPE 3045/8" LONG1/4" - 20 UNC - FLAT SOCKET CAP SCREW

1 20.1

MK~5631-1000-010A ( NORTH END SIDE BRACKET )

MK~5631-1000-012A ( SOUTH END SIDE BRACKET ) 20.1

ASTM F593 TYPE 3047/8" LONGHHCS 3/8" - 16 UNC

5631-1000-001BILL OF MATERIALS

DESCRIPTIONQTYITEM LENGTH MATERIAL WEIGHT TRACE#CVN

47.7

3/8" - 16 UNC - BUTTON HEAD CAP SCREW ASTM F879 TYPE 3042" LONG20

5 MK~5631-1000-020A ( TRANCEIVER SKID CAP ) 17.09

10 MK~5631-1000-021A ( ANTENNA SKID CAP ) 605.64

3/8" - 16 UNC - BUTTON HEAD CAP SCREW ASTM F879 TYPE 3042 1/2" LONG20

1.4 1.7

12 1/4" - 20 UNC - HEX NUT ASTM F594 TYPE 304

1/4" WASHER ASTM A276 TYPE 304 -

-1/4" - 20 UNC - BUTTON HEAD CAP SCREW ASTM F879 TYPE 3041 1/4" LONG12

40 ASTM F593 TYPE 3044" LONGHHCS 1" - 8 UNC

15.1

1" WASHER ASTM A276 TYPE 304

1" - 8 UNC - HEX NUT

40 ASTM F594 TYPE 304

1" ISOLATION WASHER FIBERGLASS80

1" ISOLATION SLEEVE40 MYLAR

* 2 3/8" 1"

3/4"

* 5/8"

SCALE X4

TYPICAL 40 LOCATIONS

TYPICAL WEIR

GATE CONNECTION

* REQUIRES FIELD VERIFICATION OF

EXISTING WEIR GATE STEEL.

3 - PER DOOR

4 LOCATIONS

4 & 5 4 & 5 4 & 5 4 & 5 4 & 5

4 5

4 - PER COVER

PLATE

11 5 PER

SKID CAP

125 PER

SKID CAP

2 & 3 2 & 3 2 & 3

3 - PER DOOR

4 LOCATIONS

NO

HOLE

OPP.

84 PER

SIDE CAP

16-20

13-15

6 PER

SIDE CAP.

10 10 10 10

MK~5631-1000-024A ( UHMW WEIR GATE SPACER )1

21 21 21

SO

U

TH

E

N D

N O

R

TH

E N

D

22 -MK~5631-1000-024B ( UHMW WEIR GATE SPACER )1

NORTH END

SKINSIDE

SOUTH END

SKINSIDE

B 10-28

2025 FIXED SECTION VIEW B-B. RE-ISSUED FOR APPROVAL JN

10-30

2025 ISSUED FOR FABRICATION JN

g2eccrgf Text Box Attachment A2: Reference Drawings g2eccrgf Text Box A2-2 g2eccrgf Text Box Not Applicable g2eccrgf Highlight 10 10 10 g2eccrgf Highlight 10 10 10 10 g2eccrgf Highlight g2eccrgf Text Box Contractor must fabricate and deliver item 10. Specific details in following sheets.

g2eccrgf Rectangle g2eccrgf Line g2eccrgf Line g2eccrgf Text Box Not Applicable g2eccrgf Highlight

10 MK~5631-1000-021A ( ANTENNA SKID CAP ) 605.6

DRW. BY

09/24/25

SCALE

ORIG.DR.

SCALE

DATE 5631-1000-021

DWG.NO.

DATE

CHK. BY

DATEMRK REVISIONS BY

MADE

A 10-08

2025 ISSUED FOR APPROVAL JN

09/29/25

BPDRW. BY

DATE

JMN

DATEMRK REVISIONS BY

MADE

USACE

BONNEVILLE DAM PIT TAG DETECTION

ANTENNA SKID CAP

ASSEMBLY DETAIL

W9127N25PA043

DECIMAL

TOLERANCES UNLESS

NOTED OTHERWISE

.00 = +\- 0.02

.000 = +\- 0.005

FRACTIONAL

UNDER 30ft = +\- 1/16" 30ft AND OVER = +\- 1/8"

INDUSTRIES, INC.

5534 NW 112ND AVE,

PORTLAND, OREGON 97230

1(503)256-1955

WWW.TRANSCO-IND.COM

BILL OF MATERIALS

DESCRIPTIONQTYITEM LENGTH MATERIAL WEIGHT TRACE#CVN

MK~5631-1000-021A

MAKE (4) EACH

MK~5631-1000-021A

5631-1000-021

TOTAL WEIGHT 589.2

4 SEE NOTE 14'- 8 5/8"2" X 10" 130.8

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D C

B A

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1" 4'-6 5/8" 1"

1'-3"

5 9/16" 5 9/16"

11 3/4"

3 1/4"

4 7/8"

10 1/8"

4" 4"

1'-2"

A

NOTES:

1. ULTRAHIGH MOLECULAR WEIGHT POLYETHYLENE (UHMW-PE)

1.1. MINIMUM SPECIFIC GRAVITY OF 0.034 LBS/IN3 PER ASTM D792.

1.2. MINIMUM TENSILE STRENGTH OF 4,000 PSI PER ASTM D638.

1.3. MINIMUM DUROMETER HARDNESS OF D65 PER ASTM D2240.

PER. RFI - 0005

1.4. MAXIMUM COEFFICIENT OF FRICTION AGAINST STEEL OF 0.20

PER ASTM D1894.

1.5. MINIMUM NOTCHED IZOD IMPACT STRENGTH AT 23 DEGREES C

OF 22.5 FT-LBS/IN PER ASTM D256.

1.6. NO (ZERO PERCENT) WATER ABSORPTION PER ASTM D570.

1.7. THE UHMW-PE MATERIAL MUST BE STABILIZED FOR

ULTRAVIOLET RADIATION VIA 2.5 PERCENT CARBON BLACK OR

OTHER EQUIVALENT STABILIZER. THE FABRICATED FORM MUST

BE FORMULATED FROM 100 PERCENT VIRGIN RESIN. THE

VIRGIN RESIN MUST BE A CROSS-LINKED HOMOPOLYMER OF

ETHYLENE AND HAVE AN INTRINSIC VISCOSITY (IV) BETWEEN

22.0 AND 28.0 DL/G PER ASTM D4020.

2. PARTS FOR THIS ITEM ARE LOCATED ON 5361-1000-022 & 023.

3. REF. DESIGN DRAWINGS M-503 FOR DETAILS.

4. ITEMS DETAILED ON THIS SHEET ARE LOCATED ON 5631-1000-001.

5. MATCH-MARK EACH PART TO ITS CORRESPONDING DRILLED

LOCATION. DO NOT USE A PREVIOUS LOCATION AS A DRILL

TEMPLATE FOR SUBSEQUENT HOLES IN ANOTHER PART.

2 11/16"

7 7/8"

3 7/16"

3 2

A SIM.

2 4 SEE NOTE 14'- 6 5/8"3 3/8" X 15" 209.6

3 4 SEE NOTE 14'- 6 5/8"2 5/8" X 15" 248.8

TOTAL WEIGHT EA. 147.3

SCALE X4

1"

9/16"

1"

1'-3"

1 1/16" 1 13/16"

MATCH DRILL (10) Ø5/16 THRU. HOLES

THEN D&T FOR 3/8"-18 UNC SCREW.

ON NS/FS USING FRAME AS TEMPLATE

RELTEK BONDiT B-45 ADHESIVE ASSEMBLY NOTES:

1. ADHESIVE ASSEMBLY FOR UHMW DOVETAIL AND DOVETAIL JOINT

1.1. SURFACE PREP:

ABRADE ALL UHMW DOVETAIL AND DOVETAIL JOINT SURFACES

WITH 100–120 GRIT SAND PAPER.

WASH WITH ISOPROPYL ALCOHOL (IPA), ACETONE, OR METHANOL,

SO THAT ALL SURFACE CONTAMINATION IS REMOVED.

1.2. ADHESIVE:

MIX BONDiT B-45 PER MANUFACTURER’S INSTRUCTIONS.

1.3. APPLICATION:

1.4. APPLY UNIFORM FILM TO ALL SURFACES OF DOVETAIL AND

DOVETAIL JOINT.

1.5. CURE:

AMBIENT TEMPERATURE:

(70 DEGREES FAHRENHEIT OR 26 C) FOR 24-36 HOURS.

3 2 EPOXYRELTEK BONDiT B-45 2 PART EPOXY FOR UHMW.

MCMASTER-CARR # 7513A1

DETAIL A

1/2"

B 10-28

2025 CHANGED UHMW DUROMETER TO 65 PER REF-0005. JN

AND MOVED DOVE TAIL OUT 1/2" FROM SHEAR PLANE. RE-ISSUED FOR APPROVAL

.007" MIN. CLEARANCE REQUIRED

PER RELTEK BONDiT B-45 EPOXY.

0 ALL SURFACES OF DOVETAIL AND

DOVETAIL JOINT TO BE ABRADED.

ALL SURFACES OF DOVETAIL AND

DOVETAIL JOINT TO BE COATED WITH

RELTEK BONDiT B-45 EPOXY

10-30

2025 CLERIFY DOVETAIL ASSEMBLY INFORMATION. ISSUED FOR FABRICATION JN

g2eccrgf Text Box Attachment A2: Reference Drawings g2eccrgf Text Box A2-3

Rectangle

1" 1"

4'-8 5/8"

2" 2"

DRW. BY

09/24/25

SCALE

ORIG.DR.

SCALE

DATE 5631-1000-022

DWG.NO.

DATE

CHK. BY

DATEMRK REVISIONS BY

MADE

A 10-08

2025 ISSUED FOR APPROVAL JN

09/29/25

BPDRW. BY

DATE

JMN

DATEMRK REVISIONS BY

MADE

USACE

BONNEVILLE DAM PIT TAG DETECTION

ANTENNA SKID CAP

PART DETAILS

W9127N25PA043

DECIMAL

TOLERANCES UNLESS

NOTED OTHERWISE

.00 = +\- 0.02

.000 = +\- 0.005

FRACTIONAL

UNDER 30ft = +\- 1/16" 30ft AND OVER = +\- 1/8"

INDUSTRIES, INC.

5534 NW 112ND AVE,

PORTLAND, OREGON 97230

1(503)256-1955

WWW.TRANSCO-IND.COM

5631-1000-022

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 N

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NOTES:

1. PARTS DETAILED ON THIS SHEET ARE LOCATED ON

5631-1000-021.

2. REF. DESIGN DRAWINGS M-503 FOR DETAILS.

P/N 1 DETAIL

MAKE (4) EACH

A

A

SECTION A-A SCALE X3

A

.4930 -.0010

.6129 -.0010

.6129 -.0010

.2868 -.0010

.2868 -.0010

60° TYP

.6565 -.0010

A

.250

3.438 3.4381.000

.500

1.750

.5625 -.0010

2.000

DETAIL A

SCALE X2

4'-6 5/8"

1 1/16"

7 7/8"

1 1/16"

7.8750

9.9860"

9.9860"

.0625" X 45° CHAMFER ON

LEADING AND PRECEEDING

EDGE OF DOVE TAIL

TYP. EACH SIDE

.563.563

1.05551.0555

B 10-28

2025 PUSHED DOVE TAIL 1/2" AWAY FROM SHEAR PLANE. RE-ISSUED FOR APPROVAL JN

1.000" +.0010

1.000" +.0010

10-30

2025 ISSUED FOR FABRICATION JN

g2eccrgf Text Box Attachment A2: Reference Drawings g2eccrgf Text Box A2-4 g2eccrgf Line g2eccrgf Text Box Remove all "make" text, this document is for reference and dimensions.

g2eccrgf Rectangle

Rectangle

4'-6 5/8"

1'-3"

4.875

9.125

1.063 1.563

DRW. BY

09/24/25

SCALE

ORIG.DR.

SCALE

DATE 5631-1000-023

DWG.NO.

DATE

CHK. BY

DATEMRK REVISIONS BY

MADE

A 10-08

2025 ISSUED FOR APPROVAL JN

09/29/25

BPDRW. BY

DATE

JMN

DATEMRK REVISIONS BY

MADE

USACE

BONNEVILLE DAM PIT TAG DETECTION

ANTENNA SKID CAP

PART DETAILS

W9127N25PA043

DECIMAL

TOLERANCES UNLESS

NOTED OTHERWISE

.00 = +\- 0.02

.000 = +\- 0.005

FRACTIONAL

UNDER 30ft = +\- 1/16" 30ft AND OVER = +\- 1/8"

INDUSTRIES, INC.

5534 NW 112ND AVE,

PORTLAND, OREGON 97230

1(503)256-1955

WWW.TRANSCO-IND.COM

5631-1000-023

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 N

M L

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F E

D C

B A

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NOTES:

1. PARTS DETAILED ON THIS SHEET ARE LOCATED ON

5631-1000-021.

2. REF. DESIGN DRAWINGS M-503 FOR DETAILS.

11.750

3.241

1.563 1.813 4'-6 5/8"

1'-3"

A

P/N 2 DETAIL

MAKE (4) EACH

P/N 3 DETAIL

MAKE (4) EACH

SCALE X3

.5000 +.0010

.6249 +.0010

.6249 +.0010

.2887 +.0010

.2887 +.0010

60° TYP

.6726 +.0010

15.000

13.000

2.000 ℄

1.625

R1.000

1.625

2.625

DETAIL A

15.000

13.000

2.000

3.375

AOPP.

.5000 +.0010

1.000" +.0010

1.000" +.0010

B 10-28

2025 PUSHED DOVE TAIL 1/2" AWAY FROM SHEAR PLANE. RE-ISSUED FOR APPROVAL JN

1/2"

1/2"

10-30

2025 ISSUED FOR FABRICATION JN

g2eccrgf Text Box A2-5 g2eccrgf Rectangle g2eccrgf Rectangle g2eccrgf Text Box Attachment A2: Reference Drawings

A

B

C

D

1 2 3 4 5

D

ES

IG

N

ED

B

Y:

D

AT

E:

D R

AW

N

B Y:

C H

EC

KE

D B

Y:

SO

LI

C

IT

AT

IO

N

N O

C O

N

TR

AC

T

N O

SU

BM

IT

TE

D

B Y:

PL

O

T

SC

AL

E:

PL

O

T D

AT

E:

SI

ZE

FI

LE

N

AM

E:

US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

M-503

BO

N

N

EV

IL

LE

L O

C K

AN

D

D

AM

FI

SH

P

AS

SA

G

E

FA

C

IL

IT

Y

PI

T

TA

G

D

ET

EC

TI

O N

SI

D

E

BR

AC

KE

T

PL

AT

E

SK

ID

C

AP

S

D

ET

AI

LS

A.

L

U N

ST

R

U M

E.

M

IT

C

H

EL

L C

. M

EY

ER

1/

/2

TO

D D

R

AU

TE

N

KR

AN

Z, P

.E

1/

/2

1:

AN

SI

D

PO

R

TL

AN

D D

IS

TR

IC

T

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

PO

R

TL

AN

D , O

R

EG

O N

M

EC

H

AN

IC

AL

D R

AW

IN

G S.

id w

M

AR

K D

ES

C

R

IP

TI

O

N

AP

PR

D

AT

E

R13 4"

R1"

1' -2

1' -2

16"

2"

8"

8"

2"

4"

2"

1'-3"

8"

4"113

1' -2

8"

1"

2"

8"

4"

2"

4"

2"

4"

4"

1"

R13 4"

R1"

2"

SCALE:

TRANCEIVER SKID CAP

MATERIAL:

PER:

NO. REQD:

6" = 1'-0"

UHMW

SPECIFICATION 05 59 20.00 25

SCALE:

ANTENNA SKID CAP

MATERIAL:

PER:

NO. REQD:

3" = 1'-0"

UHMW

SPECIFICATION 05 59 20.00 25

4SCALE: 3"= 1'-0"

0 3" 6" 12"

SCALE: 6"= 1'-0"

0 1" 2" 3" 6"

BRASS HEAT-SET INSERTS FOR PLASTIC, 3/8"-16 UNC THREAD

5 INSTANCES EACH SIDE, 50 TOTAL

MATCH DRILL THRU USING FRAME AS TEMPLATE

INSTALL PER MANUFACTURER RECOMENDATIONS

SEE NOTE 2

SECTION

SCALE:

Q 3" = 1'-0"

2"

4"

1"

2"

4'-65 8"

O

PE

N

IN

G F

O R

P

AR

T R

EM

O

VA

L

W

IT

H

T- H

AN

D

LE

M

AN

H

O

LE

L

IF

TI

N

G H

O O

K

NOTES

1. SEE M-001 FOR GENERAL NOTES.

2. IF INSERTS NOT USED, DRILL HOLES 5/16" THRU AND TAP FOR 3/8"-16 FASTENER.

3. PARTS ON THIS SHEET INCLUDED FOR REFERENCE ONLY.

SCALE:

NORTH END

SIDE BRACKET FRONT PLATE

MATERIAL:

PER:

NO. REQD:

3" = 1'-0"

UHMW

SPECIFICATION 05 59 20.00 25

1, 1 MIRROR FOR OPP SIDE, TOTAL: 2

4"

1' -1

1"

4"

8"13

4"

4"

1' -2

4"

1' -1

0"

8"

4"

RECESS FOR FLANGE OF INSERT (IF USED)

1/4" THRU

6 PLACES

Q

FOR INFORMATION

ONLY

g2eccrgf Text Box A2-6 g2eccrgf Text Box Not Applicable g2eccrgf Text Box Not Applicable g2eccrgf Text Box Attachment A2: Reference Drawings

Attachment A4 Reference Drawings