A.01.13_B2_Draft_Tube_Bulkheads_-_Final_Contract_Drawings.pdf

PDF 8 MB Posted Jan 7, 2016

Attached to: Purchase & Delivery of Bulkheads for Bonneville Powerhouse 2, Bonneville Lock & Dam, Oregon
Solicitation number: W9127N-16-R-0031-1
Issued by: Department of the Army Corps of Engineers Engineering District Portland

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Drawings for Bulkheads for Bonneville Powerhouse 2 Bonneville Lock Dam Oregon - W9127N-16-R-0031

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File	Type	Posted
A.01.29_Finalspecs_(2).pdf	PDF	Jan 8, 2016
A.01.29_Finalspecs.pdf	PDF	Jan 7, 2016
A.07.23_SOLICITATION_16-R-0031.pdf	PDF	Jan 7, 2016

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BONNEVILLE

LOCK & DAM

PROJECT LOCATION MAP

VICINITY MAP

Portland District of Engineers

US Army Corps

2O5

OREGON

WASHINGTON

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-1

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X top of wal l e lev

95\

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LONGVIEW

VANCOUVER

STEVENSON

CASCADE LOCKS

THE DALLESPORTLAND

OREGON CITY

RIVER

COLUMBIA

LOCK AND DAM

BONNEVILLE

B.N. RAILWAY

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U.P. RAILWAY

TO PORTLAND

I-84 EXIT #40

LOCK

NAVIGATION

ROBINS ISLAND

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ISLAND

BRADFORD

FIRST POWERHOUSE

FLOW

SPILLWAY

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POWERHOUSE

SECOND

CASCADES ISLAND

GREENLEAF LAKE

WASHINGTON

OREGON

POWERHOUSE PLAN

DRAFT TUBE BULKHEADS

BONNEVILLE SECOND POWERHOUSE

COLUMBIA RIVER WASHINGTON - OREGON

SOLICITATION NUMBER: W9127N-16-R-0031

DATE: 11/16/2015

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BORDER VERSION UPDATE [09-2012]

G-001SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 11/16/2015 1:47:38 PM

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DRAWING TITLE

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S-503

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S-103

S-102

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GENERAL

GENERAL STRUCTURAL

STRUCTURAL

PROJECT LOCATION AND VICINITY MAPS

INDEX TO DRAWINGS

REFERENCE DRAWINGSCONTRACT DRAWINGS

BDP-5.103-5-0/1

BDP-5.103-5-0/2

BDP-5.103-5-0/3

BDP-5.103-0/1

BDP-5.103-0/2

BDP-5.103-5-1/1

BDP-5.103-5-1/2

BDP-5.103-5-1/3

BDP-5.103-5-1/4

BDP-5.103-5-1/5

BDP-5.103-5-1/6

B D

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-0 /2

DRAFT TUBE BULKHEAD - TOP SECTION

INDEX TO DRAWINGS

STRUCTURAL NOTES

ASSEMBLY AND ALIGNMENT

TOLERANCES

DRAFT TUBE BULKHEAD DETAILS - SHEET 1

DRAFT TUBE BULKHEAD DETAILS - SHEET 2

DRAFT TUBE BULKHEAD DETAILS - SHEET 3

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DRAFT TUBE BULKHEAD - MIDDLE SECTION

DRAFT TUBE BULKHEAD - BOTTOM SECTION

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ACTION NUMBER DEFINITIONS

DRAWING IS FOR REFERENCE ONLY(5)

DRAWING WAS REFERENCED BY THE FOLLOWING CONTRACT DRAWINGS(4)

DRAWING WILL BE SUPERCEDED BY THE FOLLOWING DRAWINGS AT THE COMPLETION OF THIS CONTRACT(3)

DRAWING SHALL BE UPDATED AT THE COMPLETION OF THIS CONTRACT(2)

DRAWING IS OBSOLETE AT THE COMPLETION OF THIS CONTRACT(1)

BDP-8-0-0/6 5 SERVICE BAY - LOADING DIAGRAMS

BDP-8-0-0/5 5 ERECTION BAY - LOADING DIAGRAMS

BDP-8-0-0/4 5 GENERATOR BAY - LOADING DIAGRAMS SHT 2

BDP-8-0-0/3 5 GENERATOR BAY - LOADING DIAGRAMS SHT 1

DRAFT TUBE BULKHEAD - BOTTOM SECTIONBDP-1-5-2/13 5

DRAFT TUBE BULKHEAD - MIDDLE SECTIONBDP-1-5-2/12 5

DRAFT TUBE BULKHEAD - TOP SECTIONBDP-1-5-2/11 5

GATE & BULKHEAD GUIDES - DRAFT TUBE & AWSC BULKHEAD GUIDES - DETAILSBDP-1-5-1/11 5

GATE & BULKHEAD GUIDES - DRAFT TUBE & AWSC BULKHEAD GUIDESBDP-1-5-1/8 5

GATE & BULKHEAD GUIDES - MAIN UNIT DRAFT TUBE BULKHEAD GUIDESBDP-1-5-1/4 5

MISCELLANEOUS METAL - GATE & BULKHEAD SEATSBDP-1-5-0/35 5

BDP-1-4-4-39 5 SERVICE BAY - CONCRETE OUTLINE - TAILRACE DECK EL 55.00

BDP-1-4-4-1 5 SERVICE BAY - CONCRETE OUTLINE - TRANSVERSE SECTION

BDP-1-4-3-50 5 ERECTION BAY - CONCRETE OUTLINE - TAILRACE PLAN EL 55.00 & PLAN EL 28.00

BDP-1-4-3-23 5 ERECTION BAY - CONCRETE OUTLINE - PLAN EL 55.00

BDP-1-4-3-1 5 ERECTION BAY - CONCRETE OUTLINE - TRANSVERSE SECTION

BDP-1-4-2/45 5 GENERATOR BAY - CONCRETE OUTLINE - TAILRACE PLAN EL 55.00 BAYS 15 & 16

BDP-1-4-2/44 5 GENERATOR BAY - CONCRETE OUTLINE - TAILRACE PLAN EL 55.00 BAYS 13 & 14

GENERATOR BAY - CONCRETE OUTLINE - TAILRACE PLAN EL. 55.00 BAYS 12 & 17BDP-1-4-2/43 5

BDP-1-4-2/42 5 GENERATOR BAY - CONCRETE OUTLINE - TAILRACE PLAN EL 55.00 BAYS 11 & 18

GENERATOR BAY - CONCRETE OUTLINE - DRAFT TUBE BULKHEAD BLOCKOUTSBDP-1-4-2/9 5

GENERATOR BAY - CONCRETE OUTLINE - TRANSVERSE SECTIONBDP-1-4-2/1 5

MECHANICAL - MAIN UNIT DRAFT TUBE BULKHEAD LIFTING BEAM - STORAGE 5BDP-1-3-2/61.1

MECHANICAL - MAIN UNIT DRAFT TUBE BULKHEAD LIFTING BEAM - MISC DETAILS 5BDP-1-3-2/61

MECHANICAL - MAIN UNIT DRAFT TUBE BULKHEAD LIFTING BEAM - BEAM DETAILS 5BDP-1-3-2/60

MECHANICAL - MAIN UNIT DRAFT TUBE BULKHEAD LIFTING BEAM - ASSEMBLY 5BDP-1-3-2/59

PLAN - POWERHOUSE & ADJACENT STRUCTURESBDP-1-2/1.1 5

NO. NO.

DRAWING ACTION TITLE

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G-002SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 11/16/2015 1:43:55 PM

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GENERAL STRUCTURAL NOTES

BULKHEAD

CONTROL HEIGHT

OFFSET

LIFTING LUG

CONTROL WIDTH

TOLERANCE

PARALLEL

TOLERANCE

PLUMB

TOLERANCE

SKEW

BEARING SHOE

GUIDE SHOE TO

OUT TO OUT

X.XXXX +/- 0.00005

X.XXX +/- 0.0005

X.XX +/- 0.005

X.X +/- 0.02 X +/- 0.1

DIMENSION TOLERANCE

5.3 TOLERANCES FOR DECIMAL DIMENSIONS ARE AS FOLLOWS:

5.1.3 NON-MILLED ENDS AND MEMBER LENGTH OVER 30': +/-

"16

5.1.2 NON-MILLED ENDS AND MEMBER LEGNTH OF 30' OR LESS: +/-

"32

5.1.1 BOTH ENDS MILLED: +/-

5.1 TOLERANCES FOR FRACTIONAL DIMENSIONS:

5.0 TOLERANCES UNLESS OTHERWISE NOTED.

FILLER BAR EDGE

BEARING SURFACE

FILLER BAR SURFACE

SECTION

TOP

SECTION

MIDDLE

SECTION

BOTTOM

NOT TO SCALE

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TO >

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EL. -70.60 (BOTTOM OF SLOT)

EL. -37.50 (TOP SEAL)

(Q = 1,700,000 CFS) HYDROSTATIC DESIGN

EL. 65.0 MAX CONTROLLED FLOOD

(Q = 2,120,000 CFS)

EL. 81.0 MAX FLOOD

(Q = 850,000 CFS) SEISMIC DESIGN

EL. 45.0 STANDARD PROJECT FLOOD

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END GUIDE

SHOE TO OF

OUT OF BEARING

CONTROL DIMENSIONS CHART

DRAFT TUBE BULKHEAD

FOR INSTRUCTIONS TO CONTRACTOR.

SEE SECTION 05 59 13.01 26 PARAGRAPH 3.4 CONTROL DIMENSIONS

END GUIDES (TOP)

OUT TO OUT OF

GUIDES (BOTTOM)

OUT TO OUT OF END

2.3 ETL 1110 - 2 - 584 (30 APRIL 2014)

2.2 AWS D1.5 - 2010

2.1 AISC 360 - 10

DESIGN STANDARDS2.0

3.1 TWO SETS OF BULKHEADS ARE REQUIRED. EACH SET CONSISTS OF A TOP, MIDDLE, AND BOTTOM SECTION.

3.0 QUANTITY

4.2 ALL SKIN PLATE SPLICES ARE FRACTURE CRITICAL.

4.1 LIFTING LUGS AND DOGGING BEAMS ARE FAILURE CRITICAL MEMBERS THAT SHALL BE TREATED AS FRACTURE CRITICAL MEMBERS.

4.0 FRACTURE CRITICAL MEMBERS (FCM)

1.17 ALL WELDS ON FRACTURE CRITICAL MEMBERS SHALL BE ASSUMED TO BE IN TENSION FOR PURPOSES OF NONDESTRUCTUIVE TESTING.

1.16 SPLICES SHALL NOT BE ALLOWED, UNLESS NOTED OTHERWISE, WITHOUT GOVERNMENT APPROVAL.

1.15 MATCH DRILL HOLES AT ASSEMBLY FOR RUBBER SEALS.

1.14 WELDED JOINTS SHALL BE PREHEATED FOR THE THICKER PART JOINED. SEE SECTION 05 59 13.01 26.

1.13 ALL BOLT HOLES SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE.

IS TO BE WRAPPED.

1.12 ALL SEAL WELDS SHALL BE MINIMUM FILLETS PER AWS D1.5, UNLESS NOTED OTHERWISE. WELD AT WRAP LOCATIONS SHALL MATCH ADJACENT WELD THAT

1.11 ALL QUANTITIES INDICATED ON STRUCTURAL SHEETS ARE FOR 1 BULKHEAD. SEE SPECIFICATIONS FOR REQUIRED NUMBER OF BULKHEADS.

1.10 THE ESTIMATED DRY WEIGHT OF EACH BULKHEAD SECTION, NOT INCLUDING PAINT AND WELDS: TOP - 58,500 LBS, MID - 62,500 LBS, BTM - 63,500 LBS.

PER AWS D1.5.

1.9 ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE DRAWINGS, OR THE REQUIRED REINFORCING FILLET WELD SIZE

2" PAST WELD JOINT, UNLESS OTHERWISE NOTED.

1.8 ALL WELD ACCESS HOLES ARE 2" RADIUS AND GROUND TO A MAXIMUM 1,000 μINCH FINISH, UNLESS OTHERWISE NOTED. EXTEND COPED ACCESS HOLES

COATING APPLICATION SHALL BE CERTIFIED ACCORDING TO EITHER SSPC - QP1 FOR FIELD PAINTING OR QP3 FOR SHOP PAINTING.

FOR ALL BULKHEAD COMPONENTS, EXCEPT AS NOTED IN THE SPECIFICATIONS. ALL PAINTING CONTRACTORS ENGAGED IN SURFACE PREPARATION AND

1.7 PAINTING FOR DRAFT TUBE BULKHEADS SHALL CONFORM TO ALL REQUIREMENTS STATED IN SPECIFICATION 09 97 02.13 26. SYSTEM 5-E-Z SHALL BE USED

AND SHALL BE PROVIDED FOR GOVERNMENT APPROVAL.

FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON. THIS LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS SHOP DRAWINGS AND CLOUDED FOR APPROVAL. ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS SHALL BE PROVIDED IN LIST

1.6 ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE FRACTURE CRITICAL CJP WELDS, AND SHALL BE IDENTIFIED ON THE

SHEARING, FLAME CUTTING OR MACHINING.

1.5 ALL SHARP EDGES SHALL BE BROKEN TO A 1/16" RADII, UNLESS NOTED OTHERWISE. A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF

THE PLANS WILL NOT BE PERMITTED EXCEPT BY WRITTEN PERMISSION FROM THE CONTRACTING OFFICER AND ENGINEER OF RECORD.

1.4 ALL STRUCTURAL WELDING SHALL CONFORM TO ALL REQUIREMENTS AS STATED IN 05 59 13.00 26 FOR CONNECTIONS. WELDING THAT IS NOT SHOWN ON

REQUIREMENTS, SEE SPECIFICATION 05 59 13.00 26.

1.3 UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL USED IN FABRICATION OF THE DRAFT TUBE BULKHEADS SHALL BE ASTM A709 F2 GRD 50. FOR

VARIANCES FOR GOVERNMENT APPROVAL.

DIMENSIONS OF EXISTING BULKHEADS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED

1.2 ALL DIMENSIONS, DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY ALL CONTROL

CRITICAL ENDORSEMENT (F) AT THE TIME OF BID. THE SHOP FABRICATOR SHALL BE CERTIFIED FOR THE LIFE OF THE CONTRACT.

PLANT, CATEGORY MAJOR STEEL BRIDGES (CBR) WITH FRACTURE CRITICAL ENDORSEMENT (F) OR INTERMEDIATE BRIDGE (IBR) WITH FRACTURE

1.1 SHOP FABRICATOR SHALL BE A QUALIFIED FABRICATOR WHO PARTICIPATES IN THE AISC CERTIFICATION PROGRAM AND IS DESIGNATED AN AISC CERTIFIED

STRUCTURAL STEEL1.0

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4'-3"

DIMENSION)

(CONTROL

"8 54'-8

SURFACE

BEARING SHOE

SURFACE

GUIDE SHOE

SEE SHEET S-503

LOCATION TYP.

DOGGING BEAM

SEE SHEET S-502

& RETAINER TYP.

SPRING

TYP. SEE SHEET S-502

END GUIDE SHOE

SHEET S-503

TYP. SEE

GUIDE SHOE

FLOW

" (WITH DOGGING BEAMS EXTENDED)4

341'-10

0" "8

139'-11 "8

OUTSIDE TO OUTSIDE OF END GUIDES

TOP SECTION

MIDDLE SECTION

BOTTOM SECTION

SEE SHEET S-101

SEE SHEET S-102

SEE SHEET S-103

SKIN PLATE

TOP OF

V E

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SKIN PLATE

BOTTOM OF

NOTES:

FOR CLARITY.

2. SOME FEATURES AND/OR COMPONENTS ARE OMITTED

SEALS BEFORE PAINTING.

MACHINED PER SECTION 09 97 02.13 26; REMOVE RUBBER

1. PAINT ALL STRUCTURAL STEEL SURFACES INCLUDING THOSE

" (WITH DOGGING BEAMS RETRACTED)4

339'-8

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BULKHEAD ASSEMBLY

"= 1'-0"8

3SCALE:

12" 0 2' 4' 6'

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SEAL

HORIZONTAL

EL. -37.50

EL. -70.60

DECK

TAILRACE

EL. 55.0

S-503

SEE SHEET

TYP.

DOGGING BEAM

SHEET S-503

TYP. SEE

BEARING SHOE

ELEVATION

18'-0" CENTER TO CENTER OF LIFTING LUGS (CONTROL DIMENSION)

FLOW PRESSURE

PRESSURE

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H D

C M

G T

D R

A F

T T

U B

E B

U L

K H

E A

D S

P O

W E

R H

O U

S E

C O

L U

M B

E R

B O

N N

E V

L E L

O C

K A

N D D

A M

B D

P -5 .1

S -0

X X

X .d g n

S-003

B D

P -5 .1

-5

L E

R A

N C

E S

+ " OUT OF SQUARE8

1MAX

+ " OUT OF PARALLEL8

1MAX

STRAIGHT WITHIN

TOP AND BOTTOM EDGES MUST BE

+ "16

+ "32

STRAIGHT LINE

FACE

UPSTREAM BEARING

BULKHEAD

FAR END OF

BULKHEAD

NEAR END OF

PRESSURE

CONTACT FACES ON U/S SIDE OF BULKHEAD

MAX. ALLOWABLE OUT OF PARALLEL OF BEARING

SHOE CONTACT SURFACES

ALLOWABLE ERROR IN BEARING

EDGES AND END GUIDES

NOT TO SCALE

NOT TO SCALE NOT TO SCALE NOTES:

M U

E H

L E

C K P .E

90°

H D

C S

E D

TO MEET TOLERANCES SHOWN.

DOWN AFTER FABRICATION OF THE BULKHEAD SECTIONS

2. CONTRACTOR TO OVERSIZE AND MACHINE BEARING SHOES

HANGING IN THE VERTICAL POSITION.

1. TOLERANCES SHALL BE MEASURED WITH THE BULKHEADS

SEE NOTE 2.

BEARING SHOES.

FACE OF

N -1

-R -0

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

/2 n w d \n w p \e td s \c a d d -w o rk s p a c e s \N

W P \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

BORDER VERSION UPDATE [09-2012]

S-003SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 11/16/2015 1:44:01 PM

D R

A W

N B

C H

E C

K E

D B

E V

E N R

E S P .E

A N

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

H Y

D R

O E

L E

C T

E S

N C

E N

T E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

PORTLAND DISTRICT

H D

C M

G T

D R

A F

T T

U B

E B

U L

K H

E A

D S

P O

W E

R H

O U

S E

C O

L U

M B

E R

B O

N N

E V

L E L

O C

K A

N D D

A M

12" 0

"= 1'-0"2

1SCALE:

1' 2' 3' 4'

LETTERS

PAINTED

4" HIGHSHOE

GUIDE

SHOE

BEARING

NOTES:

TOP SKIN

1SKIN PLATE 1

4'-3"

BEARING SHOE SURFACE

DIMENSION)

(CONTROL

SURFACE

GUIDE SHOE

SKIN PLATE

BOTTOM OF

"2 1PL 8x

"8 54'-8

0" "8

139'-11 "8

S-101

P S

E C

4'-6" 3'-6"

2'-9"

8'-0"

PLAN TOP SECTION

5'-4" 5'-4" 6'-0" 6'-0" 6'-0" 5'-4" 5'-4"

38'-7" C TO C "J" SEAL BULBS

3END WEB PL

SHEET S-502

SEE DETAIL ON

TYP. 4 PLCS

END GUIDE SHOE,

SIDES

ONLY BOTH

TOP WEB

1" THRU

" TYP.2

1WEB PL

3'-4" TYP.

ELEVATION

TYP.

"2 1BAR 5" x

TYP.

LIFT>

IN ALL WEBS

DRAIN HOLES6"

SPLICE (TYP.)

1'-0" HOT VULCANIZED

S P

T Y

H O

T V

U L

C A

E D

SEAL

CORNER

MOLDED

SEE S-502

SPRING

SEE S-502

RETAINER

SPRING

"2 1FLG PL 1'-2" x 1

"4 1FLG PL 1'-1" x 1

"4 3FLG PL 1'-1" x

TYP.

"4 3FLG PL 1'-2" x

"4 3FLG PL 1'-1" x "4

1FLG PL 1'-1" x 1

TYP.

"4 3FLG PL 1'-2" x

S E

A L C

O M

NOTES 2 & 4

SCREW, WASHER & NUT. SEE

FLAT COUNTERSUNK HEAD CAP

" S.S. 304 HEX SOCKET2

1 J

TYP.

B D

P -5 .1

S -1

X X

X .d g n

B D

P -5 .1

-5 -1 /1

TYP

UT,

CJP,

3PL 9"x

END FLG

" TYP.2

1 TIE PL 8" x

" TYP.2

1DIAPHRAGM PL

M U

E H

L E

C K P .E

NOTES 2 & 4

SCREW, WASHER & NUT. SEE

FLAT COUNTERSUNK HEAD CAP

" S.S. 304 HEX SOCKET2

1 J

TYP.

CJP, UT

D R

A F

T T

U B

E B

U L

K H

E A

LIFTING LUG

O N

T R

O L D

E N

" FILLER BAR EDGE TO FILLER BAR EDGE (CONTROL DIMENSION)4

338'-3

E N

(C O

N T

R O

E N

(C O

N T

R O

39'-4" TO END GIRDERS

OUTSIDE TO OUTSIDE END GUIDES (CONTROL DIMENSION)

PRESSURE

FLOW

GRIND FLUSH

CJP, UT,

T O T

O P O

F F

L G P

L T

O P O

F E

N D W

E B

H D

C S

TYP.

CJP,

WASHERS.

4. INSTALL APPROVED UV-STABILIZED ISOLATING SLEEVES AND

CLARITY.

3. SOME FEATURES AND COMPONENTS ARE OMITTED FOR

40-45 FT-LBS AND HAVE A MAXIMUM SPACING OF 4" O.C.

" S.S. 304 CAP SCREWS SHALL BE TORQUED TO 2

12.

SEALS BEFORE PAINTING.

MACHINED PER SECTION 09-97-02.13 26; REMOVE RUBBER

1. PAINT ALL STRUCTURAL STEEL SURFACES INCLUDING THOSE

N -1

-R -0

" = 1'-0"2

1SCALE:

SECTION

S-501

S-502

S-501

" = 1'-0"2

1SCALE:

SECTION

S-503

S-501

S-502

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

/2 n w d \n w p \e td s \c a d d -w o rk s p a c e s \N

W P \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

BORDER VERSION UPDATE [09-2012]

S-101SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 11/16/2015 1:44:03 PM

D R

A W

N B

C H

E C

K E

D B

E V

E N R

E S P .E

A N

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

H Y

D R

O E

L E

C T

E S

N C

E N

T E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

PORTLAND DISTRICT

H D

C M

G T

D R

A F

T T

U B

E B

U L

K H

E A

D S

P O

W E

R H

O U

S E

C O

L U

M B

E R

B O

N N

E V

L E L

O C

K A

N D D

A M

PLAN BOTTOM SECTION

12" 0

"= 1'-0"2

1SCALE:

1' 2' 3' 4'

LETTERS

PAINTED

4" HIGH

SHOE

GUIDE

SHOE

BEARING

1SKIN PLATE 1

TYP.

"2 1BAR 5" x

BEARING SHOE SURFACE

DIMENSION)

(CONTROL

SURFACE

GUIDE SHOE

SKIN PLATE

BOTTOM OF

S-102

D R

A F

T T

U B

E B

U L

K H

E A

D L E S

E C

LIFT>

T Y

2'-9"

8'-0"

5'-4" 5'-4" 6'-0" 6'-0" 6'-0" 5'-4" 5'-4"

39'-4"

0" "8

139'-11 "8

ELEVATION

4'-3"

"8 54'-8

38'-7" C TO C "J" SEAL BULBS

3END WEB PL

TYP.

4'-6" 3'-6"

ENDS

BOTH

ONLY,

TOP WEB

1" THRU

" TYP.2

1WEB PL

IN ALL WEBS

DRAIN HOLES6"

SHEET S-502

SEE DETAIL ON

TYP. 4 PLCS

END GUIDE SHOE,

"4 1FLG PL 1'-2" x 1

3'-4"

NOTES:

"4 1FLG PL 1'-2" x 1

"2 1BAR 3" x

BEARING

"4 3FLG PL 1'-2" x 1

"4 3FLG PL 1'-2" x 1 1

TYP.

CJP, UT

FLG PL 1'-2" x 1"

FLG PL 1'-2" x 1"SEE S-502

SPRING

SEE S-502

RETAINER

SPRING

NOTES 2 & 4

SCREW, WASHER & NUT. SEE

FLAT COUNTERSUNK HEAD CAP

" S.S. 304 HEX SOCKET2

1 J

TYP.

CJP, UT

B D

P -5 .1

S -1

X X

X .d g n

B D

P -5 .1

-5 -1 /2

M U

E H

L E

C K P .E

"2 1PL 8x

CJP, "4

3PL 9"x

END FLG

"1FLG PL 1'-2" x

" TYP.2

1 TIE PL 8" x

" TYP.2

1DIAPHRAGM PL

LIFTING LUG

O N

T R

O L D

E N

" FILLER BAR EDGE TO FILLER BAR EDGE (CONTROL DIMENSION)4

338'-3

E N

(C O

N T

R O

E N

(C O

N T

R O

PRESSURE

FLOW

CENTER TO CENTER END GIRDERS

OUTSIDE TO OUTSIDE END GUIDES (CONTROL DIMENSION)

CJP, UT,

H D

C S

E D

WASHERS.

4. INSTALL APPROVED UV-STABILIZED ISOLATING SLEEVES AND

CLARITY.

3. SOME FEATURES AND COMPONENTS ARE OMITTED FOR

40-45 FT-LBS AND HAVE A MAXIMUM SPACING OF 4" O.C.

" S.S. 304 CAP SCREWS SHALL BE TORQUED TO 2

12.

SEALS BEFORE PAINTING.

MACHINED PER SECTION 09-97-02.13 26; REMOVE RUBBER

1. PAINT ALL STRUCTURAL STEEL SURFACES INCLUDING THOSE

TYP.

N -1

-R -0

" = 1'-0"2

1SCALE:

SECTION

" = 1'-0"2

1SCALE:

SECTION

S-501

S-503

S-502

S-501

S-502

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

/2 n w d \n w p \e td s \c a d d -w o rk s p a c e s \N

W P \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

BORDER VERSION UPDATE [09-2012]

S-102SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 11/16/2015 1:44:05 PM

D R

A W

N B

C H

E C

K E

D B

E V

E N R

E S P .E

A N

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

H Y

D R

O E

L E

C T

E S

N C

E N

T E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

PORTLAND DISTRICT

H D

C M

G T

D R

A F

T T

U B

E B

U L

K H

E A

D S

P O

W E

R H

O U

S E

C O

L U

M B

E R

B O

N N

E V

L E L

O C

K A

N D D

A M

2'-9"

5'-4" 5'-4" 6'-0" 6'-0" 6'-0" 5'-4" 5'-4"

8'-0"

"8 53'-64'-6"

38'-7" C TO C "J" SEAL BULBS

PLAN BOTTOM SECTION

12" 0

"= 1'-0"2

1SCALE:

1' 2' 3' 4'

LETTERS

PAINTED

4" HIGHSHOE

GUIDE

SHOE

BEARING

ONLY

TOP WEB

1" THRU

C O

M P

1SKIN PLATE 1

TYP.

"2 1BAR 5" x

7END WEB PL

3'-4" TYP.

4'-3"

BEARING SHOE SURFACE

DIMENSION)

(CONTROL

SURFACE

GUIDE SHOE

SKIN PLATE

BOTTOM OF

"8 54'-8

0" "8

139'-11 "8

S-103

D R

A F

T T

U B

E B

U L

K H

E A

B O

T T

O M S

E C

LIFT>

T Y

ELEVATION

IN ALL WEBS

DRAIN HOLES6"

SHEET S-502

SEE DETAIL ON

TYP. 4 PLCS

END GUIDE SHOE,

TYP.

1PL1

TYP.

"2 1PL 8" x

SEE S-502

SPRING

SEE S-502

RETAINER

SPRING

"2 1BAR 3" x

BEARING

" TYP.2

1WEB PL

"2 1FLG PL 1'-2" x 1

"4 3FLG PL 1'-2" x 1

"2 1FLG PL 1'-2" x 1

"1FLG PL 1'-2" x

FLG PL 1'-2" x 1"

NOTES 2 & 4

SCREW, WASHER & NUT. SEE

FLAT COUNTERSUNK HEAD CAP

" S.S. 304 HEX SOCKET2

1 J

TYP.

CJP, UT

TYP.

NOTES:

B D

P -5 .1

S -1

X X

X .d g n

B D

P -5 .1

-5 -1 /3

M U

E H

L E

C K P .E

" TYP.2

1 TIE PL 8" x

" TYP.2

1DIAPHRAGM PL

CJP,

1PL 8x

CJP, "4

3PL 9"x

END FLG

"1FLG PL 1'-2" x

FLG PL 1'-2" x 1"

LIFTING LUG

O N

T R

O L D

E N

(C O

N T

R O

E N

(C O

N T

R O

" FILLER BAR EDGE TO FILLER BAR EDGE (CONTROL DIMENSION)4

338'-3

PRESSURE

FLOW

>> END GIRDERS TO 39'-4"

OUTSIDE TO OUTSIDE END GUIDES (CONTROL DIMENSION)

CJP, UT,

H D

C S

E D

WASHERS.

4. INSTALL APPROVED UV-STABILIZED ISOLATING SLEEVES AND

CLARITY.

3. SOME FEATURES AND COMPONENTS ARE OMITTED FOR

40-45 FT-LBS AND HAVE A MAXIMUM SPACING OF 4" O.C.

" S.S. 304 CAP SCREWS SHALL BE TORQUED TO 2

12.

SEALS BEFORE PAINTING.

MACHINED PER SECTION 09-97-02.13 26; REMOVE RUBBER

1. PAINT ALL STRUCTURAL STEEL SURFACES INCLUDING THOSE

N -1

-R -0

" = 1'-0"2

1SCALE:

SECTION ---

" = 1'-0"2

1SCALE:

SECTION

S-503

S-502

S-501

B S-502

E S-501

S-501

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

/2 n w d \n w p \e td s \c a d d -w o rk s p a c e s \N

W P \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

BORDER VERSION UPDATE [09-2012]

S-103SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 11/16/2015 1:44:07 PM

D R

A W

N B

C H

E C

K E

D B

E V

E N R

E S P .E

A N

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

H Y

D R

O E

L E

C T

E S

N C

E N

T E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

PORTLAND DISTRICT

H D

C M

G T

D R

A F

T T

U B

E B

U L

K H

E A

D S

P O

W E

R H

O U

S E

C O

L U

M B

E R

B O

N N

E V

L E L

O C

K A

N D D

A M

NOTES:

S-501

D R

A F

T T

U B

E B

U L

K H

E A

D E

T A

S S

H E

E T

C O

M P

"16 5" x 2

1BAR 2

"16 5" x 2

1BAR 2

SKIN PL

3PL

"16 5" x 2

1BAR 2

"8 5" x 2

1 FILLER BAR 2

"2 1" x 2

1 FILLER BAR 2

"8 5" x 2

1 FILLER BAR 2

"16 5" x 2

1BAR 2

C O

M P

"J" SEAL DETAIL

SCALE: 6"= 1'-0"

0 1" 2" 3" 6"

SCALE: 6"= 1'-0"

0 1" 2" 3" 6"

WEDGE SEAL DETAIL

CHAMFER" x 4516

1 4

"4 39" x

END FLG PL

END WEB PL

DETAIL THIS SHEET

"J" SEAL-SEE

SEE DETAIL S-503

BEARING SHOE

DETAIL S-502

SHOE-SEE

END GUIDE

END WEB PLATE

SEE DETAIL S-503

BEARING SHOE

C O

M P

R E

S S

N C

O M

P R

E S

NOTE 2

SEE

THIS SHEET

DETAIL

"J" SEAL SEE

PLATE

SKIN

CHAMFER

" x 458

5SIDES

NOTE 2

SEE

AT ASSY.

MATCH DRILL ")4

1(1

"4 3PL 9"x

END FLG

NOTE 2

SEE

MATERIAL: NATURAL RUBBER (SEE SPECIFICATIONS)

END WEB PLATE

DETAIL THIS SHEET

J SEAL, SEE

"2 1BAR 3" x

BEARING

NOTE 2

SEE

SEE DETAIL S-503

GUIDE SHOE

FLG PL

NOT TO SCALE

SHOE

END GUIDE

END WEB PL

" x 1"2

1GUIDE BAR 2

SKIN PL

"2 1BAR 3" x

BEARING

J SEAL

BEARING SHOE

ISOMETRIC - DETAIL "L"

SEE NOTE 2

B D

P -5 .1

S -5

X X

X .d g n

B D

P -5 .1

-5 -1 /4

" MIDDLE & BOTTOM BULKHEADS2

1" x 2

" TOP BULKHEAD, 8

5" x 2

FILLER BAR

M U

E H

L E

C K P .E

"x1"2

GUIDE BAR

E N

O N

T R

O L

TYP.

GRIND FLUSH

CJP, UT,

1/4

5/16

3 SIDES

DETAIL THIS SHEET

WEDGE SEAL. SEE

DETAIL THIS SHEET

WEDGE SEAL. SEE

GUIDE BAR

EXTEND 2" PAST WELD JOINT.

WELD ACCESS HOLE.

CJP, UT, TYP

3/8

5/16

SEE NOTE 3

SEAL

FILLER BAR

BAR TO

BEARING

SEAL

BULKHEAD

& BOTTOM

BULKHEAD, 1" MIDDLE

" TOP4

3FLG PL

& BOTTOM BULKHEADS

" SKIN PL MIDDLE4

" SKIN PL TOP BULKHEAD, 8

SEAL

J BULB

SEAL

J BULB

END OF BARS

" FROM4

3LAST BOLT

SPLICE TYP.

HOT VULCANIZED

SEAL

WEDGE

"16

9 TYP.

C O

M P

R E

S S

H D

C S

CJP,

AND WASHERS.

2. INSTALL APPROVED UV-STABILIZED ISOLATING SLEEVES

1. SOME COMPONENTS AND FEATURES OMITTED FOR CLARITY.

N -1

-R -0

S-101

SCALE: 6" = 1'-0"

TOP BULKHEAD

SECTION - BOTTOM SEAL

S-101

SCALE: 6" = 1'-0"

TOP BLKHD ONLY

SECTION - TOP SEAL

S-102

SCALE: 6" = 1'-0"

ALSO FROM SHEETS S-101 & S-103

SECTION - SIDE SEAL

S-102

SCALE: 3" = 1'-0"

ALSO FROM SHEET S-103

DETAIL - GUIDE BAR

S-102

SCALE: 6" = 1'-0"

DETAIL ALSO COMES FROM S-103

BOTTOM AND MIDDLE BULKHEADS

SECTION - BOTTOM SEAL

S-102

SCALE: 6" = 1'-0"

ALSO FROM SHEET S-103

DETAIL

S-002

SCALE: 3" - 1'-0"

CORNER

DETAIL - TYPICAL SEAL

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

/2 n w d \n w p \e td s \c a d d -w o rk s p a c e s \N

W P \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

BORDER VERSION UPDATE [09-2012]

S-501 SHEETSHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 11/16/2015 1:44:13 PM

D R

A W

N B

C H

E C

K E

D B

E V

E N R

E S P .E

A N

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

H Y

D R

O E

L E

C T

E S

N C

E N

T E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

PORTLAND DISTRICT

H D

C M

G T

D R

A F

T T

U B

E B

U L

K H

E A

D S

P O

W E

R H

O U

S E

C O

L U

M B

E R

B O

N N

E V

L E L

O C

K A

N D D

A M

NOTES:

S-502

D R

A F

T T

U B

E B

U L

K H

E A

D E

T A

S S

H E

E T

1BEVEL

4"4" 2'-2"

R 1'-6"

R 2'-4"

"4 1R

START OF BENDS

AROUND

SYMMETRIC

4""16 18 "16

"2 11'-5

R "4

END GUIDE SHOE DETAIL

SCALE: 6"= 1'-0"

0 1" 2" 3" 6"

SCALE: 6"= 1'-0"

0 1" 2" 3" 6"

SPRING DETAIL

"2 14 "2

14"2

R "4

"4 16"4

"2 1 "2

1" 1"3"

SPRING RETAINER

DETAIL

SCALE: 6"= 1'-0"

0 1" 2" 3" 6"

TOP ONLY

" X 458

BEVEL

ALL AROUND

CHAMFER

" x 458

1/4

5 "

12"

1PL 1

3PL

B U

L K

H E

A D

B O

T T

O M

B U

L K

H E

A D

S M

D L E

T O

P A

1'-1"

"8 7 "8

7"4

B D

P -5 .1

S -5

X X

X .d g n

B D

P -5 .1

-5 -1 /5

J 4.019"

4.00"

NOTE 2

SEE

M U

E H

L E

C K P .E

MATERIAL: ASTM A709 F2 GRADE 36

MIN. HARDNESS 55 HRC

MATERIAL: ASTM A322 ALLOY 5160

MEMBER

CRITICAL

FRACTURE

5PL

DOUBLER

END WEB PLATE

DOUBLER PLATE

NOTE 3

CJP, SEE

NOTE 3

CJP, SEE

CL TOP WEB

SEE NOTE 4.

HEAD CAP SCREW.

COUNTERSUNK

HEX SOCKET FLAT

" S.S. 3048

5FOR

WASHERS.

4. INSTALL APPROVED UV-STABILIZED ISOLATING SLEEVES AND

THAN ACCEPTABLE LIMIT.

CONTRACTOR NOT REQUIRED TO REPAIR INDICATION SMALLER

SUBMIT RFI FOR ACCEPTABLE LIMIT OF INDICATION.

INDICATOR BETWEEN TWO PLATES IN UT. CONTRACTOR TO

3. CJP WELDS ON DOGGING BEAM SUPPORT WILL HAVE

" MINIMUM THROAT AFTER MACHINING.2

1 PROVIDE

2. WELD AROUND UNDERSIZE HOLE BEFORE MACHINING.

1. SOME FEATURES AND COMPONENTS OMITTED FOR CLARITY.

H D

C S

N -1

-R -0

" = 1'-0"2

1SCALE: 1

SECTION

S-101

SCALE: 3" = 1'-0"

DETAIL ALSO FOUND ON SHEET S-102 & S-103

DETAIL - DOUBLER PLATE

SCALE: 6" = 1'-0"

SPRING RETAINER

SECTION -

S-101

" = 1'-0"2

1SCALE: 1

ALSO FROM SHEETS S-102 & S-103

LIFTING LUG

ELEVATION -

" = 1'-0"2

1SCALE: 1

LIFTING LUG

SECTION -

SCALE: 3" = 1'-0"

LIFTING LUG

DETAIL -

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

/2 n w d \n w p \e td s \c a d d -w o rk s p a c e s \N

W P \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

BORDER VERSION UPDATE [09-2012]

S-502SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 11/16/2015 1:44:18 PM

D R

A W

N B

C H

E C

K E

D B

E V

E N R

E S P .E

A N

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

H Y

D R

O E

L E

C T

E S

N C

E N

T E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

PORTLAND DISTRICT

H D

C M

G T

D R

A F

T T

U B

E B

U L

K H

E A

D S

P O

W E

R H

O U

S E

C O

L U

M B

E R

B O

N N

E V

L E L

O C

K A

N D D

A M

S-503

D R

A F

T T

U B

E B

U L

K H

E A

D E

T A

S S

H E

E T

B L

K H

T O

B L

K H

D S

B O

1'-3"

SKIN PL

" TYP.8

1"x52

1"x2

1BAR 1

DOGGING BEAM

BEARING SHOE DETAIL GUIDE SHOE DETAIL

)4 1( 16

TYP.

" TYP.8

3PL

B D

P -5 .1

-5 -1 /6

B D

P -5 .1

S -5

X X

X .d g n

5 1

M U

E H

L E

C K P .E

"8 3"x4

3PL 5

MATERIAL: ASTM A709 F2 GRADE 36MATERIAL: ASTM A709 F2 GRADE 36

11 TYP."4

TYP. 4"

TYP.

"2 11'-2

3 SIDES

FILLET4

" TYP.8

FRACTURE CRITICAL MEMBER

1" TYP.

" TYP.2

1PL 6"X

TYP.

1'-7"

"4 18 "2

11'-2

6" "8 12'-9 11" "4

END VIEW

DOGGING BEAM

SCALE: 3"= 1'-0"

0 3" 6" 12"

SCALE: 6"= 1'-0"

0 1" 2" 3" 6"

SCALE: 3"= 1'-0"

0 3" 6" 12"

DOGGING BEAM

GRAB BLOCKS

6" 3"

SCALE: 3"= 1'-0"

0 3" 6" 12"

SCALE: 3"= 1'-0"

0 3" 6" 12"

3PL

BEAM

DOGGING

FLG PL "2

1PL 8" x

TYP.

x 5 "BAR 1"x1"

TYP.

" TYP.8

3PL

H D

C S

E D

WEB

FLG

CJP

WEB

FLG

CJP 6

1" TYP.

" TYP.2

1PL 5"X

N -1

-R -0

SCALE: 3" = 1'-0"

SECTION

S-101

SCALE: 3"= 1'-0"

DETAIL ALSO FOUND ON SHEET S-102 & S-103

BEAM SUPPORT BEAM

DETAIL-DOGGING

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

/2 n w d \n w p \e td s \c a d d -w o rk s p a c e s \N

W P \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

BORDER VERSION UPDATE [09-2012]

S-503SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 11/16/2015 1:44:21 PM

D R

A W

N B

C H

E C

K E

D B g2hdcam9 Typewritten Text For Information Only

Rectangle

For Information Only

Only g2hdcam9 Typewritten Text Information g2hdcam9 Typewritten Text For

For Information Only

B2 Draft Tube Bulkheads - Final Contract Drawings-11-25

BDP-5.103_G-000CSD

BDP-5.103_G-002XXX

BDP-5.103_S-001XXX

BDP-5.103_S-002XXX

BDP-5.103_S-003XXX

BDP-5.103_S-101XXX

BDP-5.103_S-102XXX

BDP-5.103_S-103XXX

BDP-5.103_S-501XXX

BDP-5.103_S-502XXX

BDP-5.103_S-503XXX

FIODWGS

File details come from the government source that posted it. Updated Nov 14, 2017.