A.02 NL2 Reference Drawings.pdf

PDF 1 MB Posted Jan 12, 2022

Attached to: Navloc Barge Crane Support
Solicitation number: W9127N22Q0031
Issued by: Department of the Army Corps of Engineers Engineering District Portland

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A.02 NL2 Barge CraneSupport_PWS_102521.docx	DOCX document	Jan 12, 2022

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1 2 3 4 5

D E S

E c p w w o r k g b v p w p g o d b r e d d m s

B D

N d g n

SHEET NAME: F size borderBY USERNAME: G2ODBRED DATE AND TIME PLOTTED: 6/8/2016 4:35:01 PM

U.S. ARMY ENGINEER DISTRICT, PORTLAND

BYDESCRIPTIONREVISION DATE

SUBMITTED:

DATE:

CHECKED:DESIGNED: DRAWN:

CHIEF, TECH STAFF

OREGON - WASHINGTION COLUMBIA RIVER

USE ONLY

FOR OFFICAL

FOUO

APPROCH CHANNEL.

THIS RESTRICTION IS FOR ENTIRE

WATERLINES AND HATCHERY AQUIFER.

DUE TO BURIED GROUNDING MAT, BURIED

ALLOWED DOWNSTREAM OF THIS AREA

CHANNEL, SEE NOTE 4. NO SPUD DOWN

BARGE SPUD DOWN AREA IN APPROACH

AND 32+47.50. REFERENCE SHEET E89 AND E90.

4. BARGE CRANE SPUD DOWN AREA BETWEEN 31+20.00

SECTION

GRAVEL FILL

16'-0"T

36"~ PIPE

8"~ PIPE

C.J.

CONVENTIONAL

CONCRETE

SEE NOTE 2

FACE OF MONOLITH 1 OR 2

R40

SCALE: ‚" = 1'-0"

(EMBANKMENT COVER)

3 4

KEY PLAN

28 32

RCC APRON

VARIES

TYPICAL APRON SECTION

R40

GRAVEL FILL

16'-0"T

T WORK LINE

EL.-17.0EL.-17.0

C.J.

CONVENTIONAL

CONCRETE

SEE NOTE 2

EMBANKMENT

SCALE: ‚" = 1'-0"

EL.-18.0

EL.-19.50

ROCK8"~ PIPE

36"~ PIPE

EL.-16.00

S T

IN-PLACE SOIL IN-PLACE SOIL

(CHANNEL COVER)

PLAN

SCALE: •" = 1'-0"

EDGE OF 1FT. RCC APRON

RCC APRON

30°

S T

{ LOCK

R40

S T

S L

O P

S L

O P

S T

MONOLITH 2

MONOLITH 1

WORK LINE

CONTR. JT.

EL.-17.0

MONOLITH 3

N 73° 30' E

RIGHT OF { 201'-8"

STA.33+93.40

30°

STA.38+26.00

CONTR. JT.

BETWEEN APRON & WALL

S T

LEFT OF { 48'-9"

SEE SHEET R47

SEE SHEET R42

FOR WING WALL DETAILS,

SEE SHEET R45

EL.-17.0

EL.-16.0

EL.-17.0

EL.-16.0

EL. 50.0

STA.40+80.92

LEFT OF { 195.50'

EL. 40.0

STA.34+72.00

RIGHT OF { 337.93'

STOPLOG STORAGE

(& EMBANKMENT COVER)S,

(& EMBANKMENT COVER)

ONTR.

CHANNEL

VER)

FLOW

1. FOR GENERAL NOTES, SEE SHEET W19.

NOTES:

CONCRETE PIPE COVER AT EDGE 0F APRON.

2. SEE SHEET R49A FOR REINFORCEMENT OF CONVENTIONAL

3. SEE SHEET G121 FOR RCC PLACEMENT PROCEDURES.

S T

03/30/12 RED

SUPERSEDED DWG BDN-2-4/100.DGN

ADDED BARGE SPUD DOWN AREA RESTRICTIONS.

BONNEVILLE LOCK AND DAM

10/20/89 RED

JRHGJB TJB

GENERAL PLAN AND SECTION

MONOLITH 1,2 & CHANNEL APRON

NAVIGATION LOCK 2

08/01/1989 BDN-10-25-N2-1/100

PLAN

GJB TJB JRH

NOTES:

1. FOR GENERAL NOTES, SEE SHEET W19.

EL.40.0

S L

O P

S L

O P

2-4/107R47

20'-0"

10'-6"

T 10'-6"

20'-0"

T { STOPLOG

{ SUPPORT

SUPPORT {

DETAIL 2

R47

DETAIL

R47

T T

PLAN

ELEVATION

SCALE: „" = 1'-0"

DETAIL

R47

SCALE: ƒ" = 1'-0"

14'-0"

PLAN

ELEVATION

DETAIL

R47

SCALE: ƒ" = 1'-0"

T T

SECTION

R47

T 6"6"

R47

11'-0"

SCALE: ƒ" = 1'-0"

DETAIL

R47

DETAIL

R47

3"~

SCALE: 1 •" = 1'-0"

SECTION

R47

MONOLITH 1

TYPICAL PARAPET & POST

T 7'-0" T

T 5'-6"

3-ƒ"~ BOLT EQUAL SPACE4-ƒ"~ BOLT EQUAL SPACE

T•

C L

E A

CONCRETE OUTLINE

6"6"

2'-6"

T 2'-0"6"

T1'-0" T

T1'-0"

6" 6"

2'-6"

T1'-0" T

{ ƒ"~ X 2'-0" BOLT WITH NUT & WASHERS AT 5" C.C.

T 2'-0"6"

{ ƒ"~ X 2'-0" BOLT WITH NUT & WASHERS

AT 5" C.C.

MONOLITH 1 & 2

STOPLOG STORAGE AREA DETAILS

MONOLITH 1

1'-0"

1'-1‹"

10'-0"13'-0"

{ STOPLOG SUPPORT

REMOVE CRANE SUPPORT & CHANGE STOPLOG STORAGE SK

LIGHT POST

BOLLARD

SCALE: ‚" = 1'-0"

19'-7•" ƒ

" T

T ƒ

{ STOPLOG

1 - A3 89OCT20

{ STOPLOG CENTER SUPPORT

{ STOPLOG END SUPPORT

SEE SHEET C14

A/C PAVEMENT

STOPLOG END SUPPORT

EL.42.70 TOP OF STORAGE SUPPORT

STOPLOG CENTER SUPPORT

2. FOR REINFORCEMENT, SEE SHEET R49A.

4"~ PVC PIPE THROUGH BASE

SWALE AS INDICATED ON SHEET C17

T T

(TYPICAL 3 PLACES)

PIPE INVERT SET AT PAVEMENT GRADE

2 90DEC20 ADDED 4" PVC PIPE DC

3 93JAN20 DC

2X4X107.BDN

SKIN PLATE SIDE OF STOPLOG

TYPICAL

POINT OFFSET STATION ELEVATION

EL.42.70

EL.42.70F

92.60' 31+34.06

117.60' 31+77.37

142.60' 32+20.67

EFG

EL.42.70G

* OFFSET FROM LOCK {

167.60' 32+63.97

** TOP OF TIMBER

STORAGE ARRANGEMENT

TOP OF TIMBER TOP OF TIMBER

3. FOR TIMBER SPACERS FOR STOPLOG STORAGE, SEE SHEET R252.

4. FOR UPSTREAM STOPLOG ARRANGEMENT, SEE SHEET R252.

BUMPER BLOCK BUMPER BLOCK

BUMPER BLOCK

TYPE "B" STOPLOG 76,020 LBS.

TYPE "A" STOPLOG 68,880 LBS.

TYPE "C" STOPLOG 78,225 LBS.

TYPE "D" STOPLOG 88,620 LBS.

LIFTING TRUSS 13,230 LBS.

TYPICAL

NO. OF TIMBER SPACERS

EIGHT

IN LINE WITH { OF DRAINAGE

SUPPORT {

{ SUPPORT

TWO TYPE "D" STOPLOGS & LIFTING TRUSS (TOP)

TWO TYPE "C" STOPLOGS

ONE TYPE "A" STOPLOG (BOT.) & ONE TYPE "B" STOPLOG (TOP)

TWO TYPE "A" STOPLOGS

STOPLOG UNIT WEIGHT (APPROX.)

TYPICAL LOCATION OF TIMBER SPACERS @ DOWNSTREAM STOPLOG AREA

8 X 12

PRESSURE TREATED

TIMBER

ƒ"~ X 1'-6"

BOLT WITH

NUT & WASHERS

SCALE: 1 •" = 1'-0"

ƒ"~ X 2'-0"

NUT & WASHERS

BOLT WITH

EPOXY GROUT

DRILL AND

CUT OFF EXISTING

REVISED PLAN, REPAIR DETAIL AND SCHEDULE

ANCHOR SPACING TO MATCH

BUMPER BLOCK HOLE SPACING

BOLTS ON RIVERWARD

SMOOTH

(32 TOTAL)

SIDE AND GRIND

6" IN FROM

(32 TOTAL)

LANDWARD END

DOWNSTREAM SUPPORT REPAIR DETAIL

AS CONSTRUCTED

CONTRACTOR:

AS CONSTRUCTED TO: 12 MAY '94

CONTRACT N0.: DACW57-90-C-0031

KIEWIT / AL JOHNSON, A.J.V.

4 3

D D

4 3 2 1

U.S. ARMY ENGINEER DISTRICT, PORTLAND

BYDESCRIPTIONREVISION DATE

SUBMITTED:

DATE: SHEET:

CHECKED:DESIGNED: DRAWN:

U.S. ARMYCORPS OF ENGINEERS

CHIEF, DESIGN BRANCH

VOLUME

COLUMBIA RIVER OREGON - WASHINGTON

BONNEVILLE NAVIGATION LOCK

BDN-

NAVIGATION LOCK

CADD GENERATED DESIGN FILE:

W.E. DAUGHERTY, P.E.

THIS PRINT REDUCED

TO ONE-HALF SCALE

1989 AUGUST 1

/BONN/BNL/PLANS2/

5. FOR BARGE CRANE SPUD DOWN AREA RESTRICTIONS,

4 12MAR29 ADD NOTE FOR BARGE CRANE RESTRICTIONS. RED

SEE O&M DWG BDN-10-25-N2-1_01.DGN

MONOLITH 3

TJB

EL.-17.0

NOTES:

1. FOR GENERAL NOTES, SEE SHEET W19.

FLOW

GJBJRH

1'-8"T T

9" T

T T

2'-0"T T

SECTION

R58

4'-6ƒ"T

EL.-17.0

DETAIL

EL.-17.0EL.-17.0

1'-4ƒ" T

T 1'-6‚"T

SECTION SECTION

4'-6ƒ"T

T 1'-7•"T

STOPLOG SEAL

PLATE BLOCKOUT

STOPLOG BACKSTOP

BLOCKOUT

S T

FLOW

C K

"SCALE: = 1'-0"

EL.-17.0

STOPLOG SEAL

BLOCKOUT

SEAL PLATE BLOCKOUT

DETAIL

2•" T

1'-8"T

T 9"

SEE

DETAIL

R58

DETAILSEE

DETAIL

SCALE: 1" = 1'-0"

1'-0" T

T1'-0" T

DETAILSEE

PLAN, SECTIONS AND DETAILS

STOPLOG FLOOR SEAL

6'-2‚"T

SCALE: 1" = 1'-0"

B C

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

E L

EL.-17.67

E L

EL.-17.67 EL.-17.67

SCALE: 1" = 1'-0"

CONCRETE OUTLINE

EL.-17.67

3‚" T

2-4/118R58

R58

R58 R58

SCALE: 1" = 1'-0"

R58 R58

EL.-17.00

EMBEDDED PLATE

(SOUTH SIDE SIMILAR)

1 - A4 89NOV29 NOTATION SK

S Y

M M

A B

O U

SEE SHT. S28 SEE SHT. S28

3. FOR SEAL PLATE DETAILS, SEE SHEET S28.

2. FOR STOPLOG SLOT DETAILS, SEE SHEET S26.

SEE SHT. S28

SEE SHT. S26

WORK LINE {

10†" 1'-1…"

S T

1'-5•"

{ WORK LINE {

1'-6"

{ WORK LINE

S T

{ WORK LINE

1'-6"

WORK POINT

3'-0" 5'-0•"

6'-0"

S T

NOTATION2 90APR30 DC

4'-0"

2X4X118.BDN

4 3

D D

4 3 2 1

U.S. ARMY ENGINEER DISTRICT, PORTLAND

BYDESCRIPTIONREVISION DATE

SUBMITTED:

DATE: SHEET:

CHECKED:DESIGNED: DRAWN:

U.S. ARMYCORPS OF ENGINEERS

CHIEF, DESIGN BRANCH

VOLUME

COLUMBIA RIVER OREGON - WASHINGTON

BONNEVILLE NAVIGATION LOCK

BDN-

NAVIGATION LOCK

CADD GENERATED DESIGN FILE:

W.E. DAUGHERTY, P.E.

THIS PRINT REDUCED

TO ONE-HALF SCALE

1989 AUGUST 1

/BONN/BNL/PLANS2/

AS CONSTRUCTED

CONTRACTOR:

AS CONSTRUCTED TO: 12 MAY '94

CONTRACT N0.: DACW57-90-C-0031

KIEWIT / AL JOHNSON, A.J.V.

DECK EL.40.0

EL.37.0

LIFTING TRUSS

STOPLOG A

STOPLOG B

STOPLOG C

STOPLOG D

SILL EL.51.0

SILL EL.-17.0

SYMM ABOUT

LIFTING TRUSS

STOPLOG A

STOPLOG B

LIFTING CARRIAGE

PART DOWNSTREAM ELEVATION-DOWNSTREAM STOPLOGS

ROLLER CONTACT POINTS

FAR END

NEAR END

TRACK OF ROLLERS

SEAL ANGLE SURFACES AND BEARING

PLATE SURFACES SHALL NOT VARY FROM

A STRAIGHT LINE BY MORE ˆ"

‚" OUT OF PARALLEL

„" OUT OF PARALLEL

END VIEW ELEVATION

TOLERANCES

NOT TO SCALE

3ƒ"3ƒ"

2" 2•"

2•"

O C L

C L

B U

M P

E R

A T

E S

F A

C E

L L

A C

K S 6

C L

T O

C L

1'-7•"

4‚" ƒ ƒ

BARS 4X…

BLOCKOUT LINE

2'-0" O.C.

CL'S TRACK PLATE

CAP SCREWS

WT 4X29

SLEEVE NUT-SEE NOTE 6

‡ ALLOY STEEL ROD-SEE NOTE 7

TRACK PLATE 16X1‚- SEE NOTE 8

MACHINE BEAM FLANGE „" MAX.

IF REQUIRED TO STRAIGHTEN

L 6X6X1X0'-7", 1ˆ" HOLE @EA.ROD

W 14X90

BAR 4X…

BARS 2X…X 0'-8•", STRADDLING

EACH ROD ACCESS HOLE

FACE OF LOCK

BLOCKOUT LINE

PLAN-DOWNSTREAM STOPLOG SLOT

NORTH SLOT SHOWN-SOUTH SLOT OPPOSITE

TRACK PLATE CAP SCREW SPACING

ALLOY ROD ANCHOR SPACING

CONCRETE ANCHOR SPACING

THIS SURFACE SHALL BE STRAIGHT

TRACK PLATE

W14X90

BARS 2X…X 0'-8•"

3" ACCESS HOLE FOR

ALLOY ROD ANCHOR

BLOCKOUT LINE

SILL EL.-17.0

\WITHIN ˆ" IN ITS FULL LENGTH

TYP EA. END,

EA. BAR

BAR 2X…X0'-8•"

‡" ALLOY ROD ANCHOR

L 6X6X1X0'-7"

FAR SIDE OF WEB

W14X90

TRACK PLATE

16X1‚

OF L

TYP BOTH LEGS

2"MIN. BEYOND END

ANCHORS

WELD STUD

BLOCKOUT LINE

BAR 4X… EXTEND

ƒ" FLAT HEAD CAP

SCREWS-NO SLOTS OR

WASHERS. SEE NOTE 8

ƒ" X6•" THREADED

4‚" ~

NOTES:

THE SPECIFICATIONS.

USE TWO NUTS AND TWO CIRCULAR WASHERS AT EACH THREADED WELD

STUD AND EACH ‡" ALLOY ROD ANCHOR.

USE •" DIA. HOLES FOR ƒ" DIA. THREADED WELD STUDS.

DRILL AND COUNTERSINK Ž" DIA. HOLES FOR ƒ" DIA. TRACK

PLATE CAP SCREWS.

SLEEVE NUTS SHALL BE OF ASTM A36 OR A307 STEEL, 2"LONG, CYLINDRICAL

WITH 1 Œ" OUTSIDE DIAMETER OR HEXAGONAL 1 •" ACROSS THE FLATS.

DRILL AND TAP 7/8-9 UNC-2B, 1 •" THREADED DEPTH.

SPECIFICATIONS SECTION 05120 FOR FASTENERS FOR BOLTED TRACK

TRACK PLATE SHALL CONFORM TO SPECIFICATIONS SECTION 05120

HEAD CAP SCREWS WITH NO SLOTS. TACK WELD NUTS TO FLANGE OF W14X90

AND GRIND CAP SCREW HEADS FLUSH.

AFTER FINAL ALIGNMENT OF THE TRACK PLATE. ADJUST AS NECESSARY FOR

THE BENT PLATE TO BE FLUSH WITH THE FACE OF THE LOCK.

ALLOY STEEL ROD, ITS HEX NUTS AND WASHERS SHALL CONFORM TO

FIELD WELD THE …" BENT PLATE TO THE TRACK PLATE AND W14X90

PART UPSTREAM ELEVATION-UPSTREAM STOPLOGS

SECTION

SEE DETAIL

NOT TO SCALE

"SCALE: 1 = 1'-0"

DETAIL

MATERIAL DESIGNATED CRES SHALL BE STAINLESS STEEL CONFORMING TO

3'-0ƒ"

CRES 10Xƒ

CRES }…

"SCALE: 1 = 1'-0"

CRES BAR 2X‚@ 1'-0"-SEE NOTE 9

DECK EL.88.0

NOT TO SCALE

4'-6ƒ"

B E

A R I

A T

E S

PLATES AND GUIDE BARS.

TRACK PLATE FASTENERS SHALL BE ƒ" DIA. FLAT

10. ERECT END ROLLER TRACKS AND BEARING TRACKS IN BLOCKOUTS AS SHOWN

AND COMPLETE TEST OPERATION OF STOPLOGS IN GUIDES BEFORE FINISHING

CONCRETE WORK. SEE SPECIFICATIONS.

ƒ"Xƒ"FILLET

CRES }7Xƒ

S T

L L

E R

BAR 1‚ X‚ X0'-5"@2'-0"O.C. /

3" ACCESS HOLE @ EA. ROD

ƒ" X 6• " THREADED WELD STUD @ 2'-0"O.C.

DECK EL.40.0

STUD @ 2-0 O.C.

L 3X3X…X0'-3"@ ,2'-0" O.C.

C L

SILL SEAL ASSEMBLY

S26

STOPLOGS AND STOPLOG CARRIAGE

2-4/476

WILKE KAJITA TALIANKO

S26

SEE S28

CL 3" ACCESS HOLES~

ƒ"

SILL SEAL PLATE

SEE S28

EL. 17.0

CAP SCREW (TYP.)

SEE DETAIL 3 AND

NOTE 8

STRUCTURAL STEEL

WELDED STUD,

•"~ WELDED STUD @

•"~ WELDED STUD @ 2'-0" O.C. ƒ "~,8"(MIN.)LONG HEADED ƒ" X4ƒ" THREADED WELDED

•"~ WELDED STUD @ 2'-0" O.C.

R "R

VERTICAL CORNER PROTECTION

MK 4/530-3

PROTECT NUTS FROM CONCRETE.

WELDED STUD

WELDED STUDS SHALL BE ƒ" DIA.,7" (MIN.)

STOPLOG ARRANGEMENT AND

DOWNSTREAM GUIDE

1 - A5 LIFTING TRUSS & GENERAL REVISIONS M.H. 89DEC18

2X4X476.BDN

WEIGHTS

TYPE "A" 68,800

TYPE "B" 72,020

TYPE "C" 78,225

TYPE "D" 88,620

TRUSS W/ 13,230

HOOKS

4 3

D D

4 3 2 1

U.S. ARMY ENGINEER DISTRICT, PORTLAND

BYDESCRIPTIONREVISION DATE

SUBMITTED:

DATE: SHEET:

CHECKED:DESIGNED: DRAWN:

U.S. ARMYCORPS OF ENGINEERS

CHIEF, DESIGN BRANCH

VOLUME

COLUMBIA RIVER OREGON - WASHINGTON

BONNEVILLE NAVIGATION LOCK

BDN-

NAVIGATION LOCK

CADD GENERATED DESIGN FILE:

W.E. DAUGHERTY, P.E.

THIS PRINT REDUCED

TO ONE-HALF SCALE

1989 AUGUST 1

/bonn/bnl/plans3/

CL HOOK-UP BEAM AND TRUSS

BRIDGE SOCKET

OPEN WIRE ROPE

HAWSER & MOORING LINE

1 ƒ"-6 X 37 GALV.

SEE HOOK-UP BEAM

DETAIL SHEET 41

2'-2" 4 SPACES @ 5'-0" = 20'-0" 5'-4" 6 SPACES @ 5'-8" = 34'-0" 5'-4" 4 SPACES @ 5'-0" = 20'-0" 2'-2"

89'-0" CENTER TO CENTER END BEARINGS

{ TOP CHORD

SYMM. ABOUT {

PLAN

OMITTED FOR CLARITY.

HOOK-UP AND HOOK-UP BEAM SEAT

SEE S-36

END BEARING

WT 6 X 8 THUS

4'-8" 4 SPACES @ 5'-0" = 20'-0" 7 SPACES @ 5'-8" = 39'-8" 4 SPACES @ 5'-0" = 20'-0" 4'-8"

89'-0" CENTER TO CENTER END BEARINGS

SYMM. ABOUT {

{ TOP CHORD

PLAN - BOTTOM CHORD

BOTTOM STRUTS AND DIAGONALS NOT SHOWN.

1'-6" 1'-6"

2'-3" 2'-3"

{ TOP CHORD

OF WT6X8 =

GAGE LINE

6" STD. PIPE

SECTION A

S35

2'-2" 4 SPACES @ 5'-0" = 20'-0" 5'-4" 6 SPACES @ 5'-8" = 34'-0" 5'-4" 4 SPACES @ 5'-0" = 20'-0" 2'-2"

HOOKS 42'-0" CENTER TO CENTER

4'-8" 4 SPACES @ 5'-0" = 20'-0" 7 SPACES @ 5'-8" = 39'-8" 4 SPACES @ 5'-0" = 20'-0" 4'-8"

89'-0" CENTER TO CENTER END BEARINGS

S35

HOOK-UP BEAM SEAT

HOOK RELEASE ROPE

REFERENCE LINE

WT6X8 THUS

ELEVATION

NOTES :

1. TWO LIFTING TRUSSES REQ'D.

STRUCTURAL STEEL STOPLOGS AND STOPLOG CARRIAGE

LIFTING TRUSS

GENERAL ARRANGEMENT

WILKE SHENEFIELD

S-35

2'-3" 2'-3"

SECTION

S35

SEE S-39

HOOK ASS'Y

5'-9" 4'-3"

{ TOP CHORD

ALL 2•" PIPE

SUPPORT FRAMING

TRUSS SEAT

SHOWN

NOT

ROPE

WIRE

ASS'Y

HOOK

SEAT

TRUSS

{ BOTTOM CHORD

SEE DETAIL ON S-40

TRUSS SEAT

OF STOPLOGS

SKINPLATE SIDE

{ BOTTOM CHORD

3•" PIPE

2'-6"2'-6"

TRUSS SEAT SUPPORTS

21'-0" 21'-0"

3•" PIPE

6" PIPE TYP. 4 PLACES.

UPPER SUPPORTS NOT SHOWN.

TRUSS SEAT

S35

B S35

1ƒ"

3'-0"

C.P.

BOTH ENDS, BOTH BOTTOM CHORD MEMBERS

6" EXTRA-STRONG PIPE

TRUSS SEAT SUPPORT FRAMING

2'-6"2'-6"

3•" PIPE 6" PIPE

TYP. BOTH SIDES

OMITTED FOR CLARITY

FRAMING PARTIALLY

TRUSS SEAT SUPPORT

U0 U1 U2 U3 U4

U5 U6

L5 L6

U7 U8

L7 L8

6. AFTER FABRICATION, PAINT ALL STRUCTURAL

7. QUANTITIES GIVEN ARE FOR ONE LIFTING TRUSS.

2. MEMBERS NOT DESIGNATED ARE 1•" PIPE.

TO PRE-STRETCH IT BEFORE INSTALLATION ON THE TRUSS.

SOCKET ASSEMBLY TO ONE-FIFTH ITS BREAKING STRENGTH

INDEPENDENT WIRE ROPE CORE. LOAD EACH ROPE AND

3. WIRE ROPE SHALL BE OF IMPROVED PLOW STEEL WITH

2-4/485

STOPLOG PLACING SIGN - SEE S-40.

ATTACH TO TRUSS FACING SKINPLATE

SIDE OF STOPLOGS

SEE PLANS AND

ELEVATION FOR

TRUSS MEMBER

SIZES

SKINPLATE SIDE OF STOPLOGS

IN LOOSE COILS ON THE HOOKS PROVIDED.

ROUTE TO ENDS OF TRUSS AS SHOWN, AND STORE THE EXCESS

PROVIDE 100 FT. OF ROPE ATTACHED TO EACH HOOK,

WITH A MINIMUM WORKING LOAD LIMIT OF 370 POUNDS.

4. HOOK RELEASE ROPE SHALL BE …" ~ POLYESTER ROPE

ACROSS THE 4'-6" HOOK LOCATIONS. USE STEEL BALLAST WELDED

LEVEL \ 1" ACROSS THE 42'-0" HOOK LOCATIONS AND \•"

5 PROVIDE BALLAST AS REQUIRED FOR THE TRUSS TO HANG

ATOP THE LOWER CHORD MEMBERS TO AVOID INTERFERENCE

WITH THE HOOKING OR SEATING SYSTEM.

8. COMPLETE PENETRATION WELDS REQUIRED FOR ALL TRUSS

2•" PIPE

3•" PIPE

WT6X8

STEEL WITH SYSTEM NO. 3-A-Z.

1 - A4 29NOV89 ADDED PLACING SIGN, GEN REVISIONS M.H.

"SCALE: = 1'-0"

M.HANSON

JOINTS. USE PREQUALIFIED JOINTS AS PER AWS D1.1,SEC10.

2X4X485.BDN

4 3

D D

4 3 2 1

U.S. ARMY ENGINEER DISTRICT, PORTLAND

BYDESCRIPTIONREVISION DATE

SUBMITTED:

DATE: SHEET:

CHECKED:DESIGNED: DRAWN:

U.S. ARMYCORPS OF ENGINEERS

CHIEF, DESIGN BRANCH

VOLUME

COLUMBIA RIVER OREGON - WASHINGTON

BONNEVILLE NAVIGATION LOCK

BDN-

NAVIGATION LOCK

CADD GENERATED DESIGN FILE:

W.E. DAUGHERTY, P.E.

THIS PRINT REDUCED

TO ONE-HALF SCALE

1989 AUGUST 1

AS CONSTRUCTED

CONTRACTOR:

AS CONSTRUCTED TO: 12 MAY '94

CONTRACT N0.: DACW57-90-C-0031

4'-6" CTR. TO CTR.

4'-10" ƒ

2" 2"1'-11" 1'-11"8"

5" 3" DIA.

3 •" SQ. 3 •" SQ.

4 •"

0 0

3 •"

5 Ž" 5 Ž"

1'-7 †"

3 •"

8 •"

TYP

PL … X 10 ƒ X 4'-10"

TO BE TURNED FROM SOLID BAR

AND BENT TO SHAPE.

WELDING NOT PERMITTED.

PL… X 10 ƒ X 4'-0"

SEE DETAIL 1

1" -8UNC-2A0

BOLT DRIVE FIT

DRILL FOR TURNED

*NOTE :

MC 10 X 33.6

PLAN

ELEVATION

HOOK - UP BEAM DETAIL

TURNED BOLT DETAIL

ASTM A-325 12 REQ'D

END

4 REQ'D

OIL QUENCHED TO Fy=100,000 psi

TOP

SCALE: 3" = 1'-0"

SCALE: 6" = 1'-0"

THIS SHEET

… X 10 ƒ X 4'-10"

DETAIL 1

ƒ ƒ ƒ ƒ

1•"

(NTS)

T S

(NTS)

'G' AND 'H'

MODIFICATION OF DIMENSIONS

OR EQUAL EXCEPT FOR

SOCKET IS USX STD.

OPEN BRIDGE ROPE SOCKET

HOOK MAT'L - AISI/SAE 4140

S41

STRUCTURAL STEEL STOPLOGS AND STOPLOG CARRIAGE

LIFTING TRUSS

HOOK-UP BEAM DETAILS

TALIANKO SHENEFIELD WILKE

2-4/491S41

SEE DETAIL 2

TURNED BOLT

1"-8 UNC 2B

HEX HEAD NUT

(ASTM A 325)

3 •" -4 UNC 2 A HEX. HEAD BOLT 12" LONG,

WITH HEX. NUT.

2 ‚" -4•UNC 2B JAM

NUTS, HEX. HEAD

1 - A4 29NOV89 GENERAL REVISIONS M.H.

ASTM A-36 (EXCEPT AS NOTED) 1 REQ'D PER LIFTING TRUSS

2X4X491.BDN

4 3

D D

4 3 2 1

U.S. ARMY ENGINEER DISTRICT, PORTLAND

BYDESCRIPTIONREVISION DATE

SUBMITTED:

DATE: SHEET:

CHECKED:DESIGNED: DRAWN:

U.S. ARMYCORPS OF ENGINEERS

CHIEF, DESIGN BRANCH

VOLUME

COLUMBIA RIVER OREGON - WASHINGTON

BONNEVILLE NAVIGATION LOCK

BDN-

NAVIGATION LOCK

CADD GENERATED DESIGN FILE:

W.E. DAUGHERTY, P.E.

THIS PRINT REDUCED

TO ONE-HALF SCALE

1989 AUGUST 1

AS CONSTRUCTED

CONTRACTOR:

AS CONSTRUCTED TO: 12 MAY '94

CONTRACT N0.: DACW57-90-C-0031

NOTES:

1. FOR GENERAL NOTES AND LEGEND, SEE DWG BDN-6-4/1.

ELECTRICAL

GROUND MAT

BDN-6-4/89

EMBEDDED

E89

JLN DCS

SCALE: = 1'-0"

10' 20' 30'2'

PLAN - GROUND MAT

50'-0"T

T 50'-0"T

T †"x8' GROUND ROD (TYP OF 16)

E89

DETAIL

NTS

GROUND MAT INSTALLATION

E89

ROLLER COMPACTED CONCRETE APRON

GROUND MAT CABLE, SEE NOTE 2

EARTH

GROUND ROD

BLOCK-OUT AREA

BACKFILL

EL.-18.0

EL.-17.0

GROUND MAT AT EL. -18.67, SEE DETAIL 1

FOR CONTINUATION OF GROUND CABLES, SEE DWG. BDN-6-4/91

2-500 MCM GROUND CABLES AT EL. 39.0

ROUTE THROUGH CONVENTIONAL CONCRETE WALL.

LOCATE CABLE 2'-0" FROM FACE OF WALL.

ROUTE THROUGH CONVENTIONAL

CONCRETE WALL. LOCATE CABLE

2'-0" FROM FACE OF WALL.

S T

LOCK CENTERLINE

1 - A3 89 OCT 20 DCS

JLN

CHANGED GND CABLE ENTRANCE LOCATIONS, ADDED STA. NUMBER

2 94 SEP 30 JLNAS CONSTRUCTED, CHANGES

6X4X89.asb

2. GROUND MAT WAS INSTALLED BEFORE THE RCC APRON WAS

POURED. ALL CONNECTIONS IN THE GROUND MAT WERE

MOLDED POWDERED CONNECTIONS. ALL CABLES COMPRISING

THE MAT WERE BARE 500 MCM.

4 3

D D

4 3 2 1

U.S. ARMY ENGINEER DISTRICT, PORTLAND

BYDESCRIPTIONREVISION DATE

SUBMITTED:

DATE: SHEET:

CHECKED:DESIGNED: DRAWN:

U.S. ARMYCORPS OF ENGINEERS

CHIEF, DESIGN BRANCH

VOLUME

COLUMBIA RIVER OREGON - WASHINGTON

BONNEVILLE NAVIGATION LOCK

BDN-

NAVIGATION LOCK

CADD GENERATED DESIGN FILE:

W.E. DAUGHERTY, P.E.

THIS PRINT REDUCED

TO ONE-HALF SCALE

1989 SEPTEMBER 13

/usr10/asbbonn/asbbnl/plans3/

AS CONSTRUCTED

CONTRACT NUMBER: DACW57-90-C-0031

CONTRACTOR: Kiewit/Al Johnson, A.J.V.

AS CONSTRUCTED TO: 12 May 94 c

CORPS OF ENGINEERS 4 3

CONSTRUCT MANHOLE OV

EXISTING 18" P.E. PIPE

COVER 54.5

INV 18" 47.57(MATCHl

INV 12" 49.20 -

PAINT STRIPS

TYP.ALL STALLS

40.00

SL=-1.0/.

11±--6.0'

CA C

GR T

I V

4" THICK

CONCRETE SIDEWALK

CMATCH TOP OF CUR )

5' WIDE H/C

CURB DEPRESSION

BASIN

55-:03-

52.03

-0 .

'<I'

--1

0 .

[/J

C\I -r...

o: . .

[/J :

DAY

. ir-------------.. i I

'" '. I I ·- R-10'

CATCH BASIN G

GRATE 53.93

·-··-··-.. lN._V 50.93 ··-.

93' OF 12;;-·,:rr:·-··-··

SL=-1.0/.!

i:!!i

TYPE "C"

CURB

R=8'

' I ' I ' I ' I ' I ' I ' I I ' I

FISHERMAN'S ROAD

- - - - - -'SEE"-sHT-C3 r~-1

I I I I I I I I I I I I I I I I

_.,__EN n+-' ~ I I L-~-

CURE!

-2/.

' I ' I

' I ' I ' I

CATCH B:ASIN G

11 •38.00 RT

GRATE 514.63

INV 51'.63

PT 10•88.95

--....1- I DAY USE

ROAD

1r--if--!P~R~C~10?._-•_!4~3~9~8- ' ' ' I ' I

: _,,-POTABLE WATERLINE

:I' CTHIS CONTRACT>

' DAY USE ROl(D

PT 10•09.00

R·20.0'

USE PARKING PLAN

SCALE' 1" • 20'

20' 0 20'

DAY USE PARKING

CONTROL COORDINATES

STOPLOG STORAGE AREA

CONTROL COORDINATES

POINT NORTHING EASTING POINT LOCK STA OFFSET RT

A A 33•19.67 168.00 B B 32•90.17 219.10 c c 30•70.98 105.25 D 721,945.35 1,628,554.90 D 30•17.00 68.71 E 722,002.15 1,628,488.40 E 30•07.98 214.36 F 722,177.06 1,628,474.63 F 30•06.17 88.38 G 722,184.91 1,628,574.32 H 722,194.88 1,628,573.54 I 722,187 .58 1,628,608.22 J 722,130.86 1,628,588.61 K 722,128.12 1,628,553. 71 L 722,125.37 1,628,518.82 M 722,118.03 1,628,519.40 N 722,120. 77 1,628,554.29 0 722,094.16 1,628,531.56 p 722 051.83 1,628,581.13 Q 722,057.91 1,628,586.32 R 722,058.54 1,628,594.30 s 721,995.80 1,628,565.11 T 722,024.26 1,628,531.80 u 722,044.36 1,628,525.20

4 3

_,,...- EDGE OF A.C.

/ PAVEMENT

..... //' u ... ·

MATCH A.C.

TO DECK

,' . . . . . . I

...J

'---- COMPACTED SUBGRADE

~- 2" A.C.

~- 2" LEVELING COURSE

'---- 8" BASE COURSE

TYPICAL PARKING

PAVEMENT AREA

AND

SECTION

EDGE OF

PAVEMENT

:i:: .... .... ...., -....l p;:

2 1 U.S. ARMY

... ·//' u ... ·

C14

RADIU~

POINT '-.'I SEE SHT C17 ~~ (-;)\)

-r-- 0> .

~ STOPLOG STORAGE SUPPORTS

./ SEE SHT R47

...J

CONTINUATION OF 12" S.D.

....... l()

:Q./ : . ..g _ _.: : : % 1··· ~ 1·· .. : ... . : .... . .. · : ... .-· ... ·

~ry~.:.:::.:_- 4" DRAIN

. . ::· ...... g ........ / ./ ... ·'j; . i / ,:'j; ..

WING WALL DECK <MONO ll

250.00'

I ..... . _.-·

·' ' ...... ,:'j;'.

·u .. ·

SEE DETAIL@

MONO 3 DECK

DRAINAGE SUMP

SEE SHT R56

4" DRAIN

STOP LOG STORAGE AREA PLAN

CATCH BASIN G

GRATE 39.73

INV 12" 36.73

INV 15" 36.48

...J

MATCH A.C.

TO CONCRET

20'

SCALE; 1" = 20'

0 20'

ASPHALT CONCRETE

SEE TYPICAL SECTION

WWF 6X6-W 4.0XW 4.0

6" CONCRETE SLAB

6" BASE COURSE

~ . . . ·.·Y . . . . . ·"· .· 0 :"ti". ·• .,,. ·

0 O 0 g i...,O,,_;....o .L-r__,c..:· ·~:.;..· _,~,,__. "--~ -L

0000 o oo

SECTION A

NTS C14

NOTES

1. ELEVATIONS ON PARKING LOT PLAN ARE AT

FINISH GRADE.

2. SEE SHT C11 FOR CURB AND ROADWAY DETAILS.

3. SEE SHT C53 FOR IRRIGATION SLEEVES IN

DAY USE PARKING AREA.

MATCH A.C. TO DECK

I - A3 89 OCT 20 ALTER DAY USE PARKING, STOP LOG STORAGE AREA JRT

REVISION DATE DESCRIPTION BY

Zz Oo ::::!lu

MONO 4 DECK U.S. ARMY ENGINEER DISTRICT, PORTLAND

DETAIL@

C14

SCALE: 1" = 5'

AS CONSTRUCTE

CONTRACT NO.: DACW57·90·C·0031

CONTRACTOR;

KIEWIT I AL JOHNSON, A.J.V.

AS CONSTRUCTED TO: 12 MAY '94

BONNEVILLE NAVIGATION LOC

COLUMBIA RIVER OREGON

CIVIL

NAVIGATION LOCK

DAY USE PARKING

STOPLOG STORAGE

- WASHINGTO

ROADS

AND

AREA

THIS PRINT REDUCE SUBMITTED•

DEBIGNED: ORA WN: CHECKED:

TO ONE-HALF SCA EW.E. DAUGHERTY, P.E.

CHIEF, DESIGN BRANCH

CADD GENERATED DESIGN FILE:

/BONN/BNL/PLANSI/

7X3Xl4.BDN

DATE:

1989 AUGUST 1

SHEET:

C14

JRT/JRG TUPPER FOGLESONG

BDN -7-3/14

VOLUME

D c

BDN-0-12_3

BDN-0-12_4

BDN-2-4_107

BDN-2-4_118

BDN-2-4_476

BDN-2-4_485

BDN-2-4_491

BDN-2-8_62

BDN-6-4_89

BDN-7-3_14

File details come from the government source that posted it. Updated Jan 12, 2022.