Gavins Point DT Bulkhead - Contract Drawings (Signed).pdf

PDF 3 MB Posted May 25, 2022

Attached to: Gavins Point Tailrace Bulkheads Federal contract opportunity
Solicitation number: W9128F22R0011
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for the fabrication of six new draft tube bulkheads including rubber seals to replace the existing bulkheads at Gavins Point Dam in Crofton, Nebraska. The U.S. Army Corps of Engineers, Omaha District will award a contract seeking a contractor to field verify critical dimensions, fabricate the bulkheads, install the new bulkheads, and test the functionality and water tightness of the new bulkheads. The solicitation closes on June 27, 2022 and is restricted to small businesses. The contractor must complete the work within 480 days of receiving the notice to proceed. The project is estimated to cost between $1,000,000 and $5,000,000 and has a NAICS code of 237990 for other heavy and civil engineering construction with a small business size standard of $39.5M.

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Other files for this federal contract opportunity

Other files attached to Gavins Point Tailrace Bulkheads, newest first.
File	Type	Posted
RELEASED_AM0002_W9128F22R0011.pdf	PDF	Jul 6, 2022
RELEASED_W9128F22R0011 AM0001 - 22 JUN 22.pdf	PDF	Jun 22, 2022
AM0001 - Attachment_S-003 AMD 1 Hoisting Rings.pdf	PDF	Jun 22, 2022
GP Dam_Bulkhead Laydown Areas.pdf	PDF	Jun 22, 2022
Gavins_TailraceBulkhead_Photos and drawings.pdf	PDF	Jun 21, 2022
20220607 GP Tailrace Bulkheads Site Visit Sign-in Sheet Post.pdf	PDF	Jun 10, 2022
Tailrace Bulk Head Replacement GP Dam specs.pdf	PDF	May 24, 2022
W9128F22R0011.pdf	PDF	May 24, 2022

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US Army Corps of Engineers

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AERIAL PHOTOGRAPH

SOLICITATION NO.: W9128F22R0011

ISSUE DATE: FEBRUARY 2022

CONTRACT NO.:

MISSOURI RIVER

POWERHOUSE

OMAHA DISTRICT

DRAFT TUBE BULKHEAD REPLACEMENT

GAVINS POINT DAM

PROJECT LOCATIONPROJECT LOCATION

US Army Corps of Engineers

WORK AREA

This project was designed by the Hydroelectric Design Center of the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by

ER 1110-1-8152.

SUBMITTED BY:

JAMES CALNON, P.E.

CHIEF OF MECHANICAL/STRUCTURAL BRANCH

HYDROELECTRIC DESIGN CENTER

APPROVED BY:

STEVEN MILES, P.E.

DIRECTOR OF

HYDROELECTRIC DESIGN CENTER

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G-001 GP76-5-0/1 PROJECT LOCATION AND VICINITY MAPS

G-002 GP76-5-0/2 DRAWING INDEX

G-901 GP76-5-0/3 PHOTOS - PARKING LOT AREA

S-001 GP76-5-2/4 GENERAL STRUCTURAL NOTES

S-002 GP76-5-2/5 ASSEMBLY AND ALIGNMENT

S-003 GP76-5-2/6 GEOMETRIC DIMENSIONING & TOLERANCING

S-101 GP76-5-2/7 BULKHEAD PLAN, SECTION AND ELEVATION VIEWS

S-501 GP76-5-2/8 BULKHEAD DETAILS SHEET 1

S-502 GP76-5-2/9 BULKHEAD DETAILS SHEET 2

S-503 GP76-5-2/10 BULKHEAD DETAILS SHEET 3

S-504 GP76-5-2/11 BULKHEAD DETAILS SHEET 4

USACE DRAWINGS

MG51-82E102.1 DRAFT TUBE GATES AND GUIDES SHEET 1

MG51-82E103.1 DRAFT TUBE GATES AND GUIDES SHEET 2

CONSOLIDATED WESTERN STEEL DRAWINGS

1 DRAFT TUBE GATE GUIDES

2 DRAFT TUBE GATE GUIDES

3 DRAFT TUBE GATES

3A DRAFT TUBE GATES

3B DRAFT TUBE GATES

3C DRAFT TUBE GATES

3D DRAFT TUBE GATES

3E DRAFT TUBE GATES

4 DRAFT TUBE GATES

5X DOGGING DEVICE

C.H. JUCHO DORTMUND DRAWINGS

422 LIFTING BEAM ACCESSORIES

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VIEW FROM PARKING LOT VIEW FROM DRAFT TUBE DECK

VIEW OF STAIRS FROM PARKING LOT TO TAILRACE DECK

DRAFT TUBE GANTRY CRANE

COVER FOR DRAFT TUBE

BULKHEAD SLOT

STAIRWAY TO PARKING LOT

DRAFT TUBE GANTRY CRANE

POWERHOUSE ENTRANCE

STAIRWAY TO DRAFT TUBE DECK

DRAFT TUBE GANTRY CRANE

OPERATORS CAB

FLOW

BULKHEAD CONNECTED TO LIFTING BEAM

FLOW

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SKIN PL

LIFTING LUG

TOP WEB PL

END PL

DIAPHRAGM

VERT TIE PL

WIRE MESH RETAINING BAR

(WIRE MESH NOT SHOWN)

BEARING BAR

WEB PL

RIB PL

RUBBER SEAL

LIFTING LUG

SUPPORT PL

END FLG

TOP FLG

BOTTOM GUIDE

LOOKING DOWNSTREAM

SCALE: NTS

ISOMETRIC

DRAFT TUBE BULKHEAD ASSEMBLY

LOOKING UPSTREAM

SCALE: NTS

ISOMETRIC

DRAFT TUBE BULKHEAD ASSEMBLY

1.0 STRUCTURAL STEEL

1.1 FABRICATOR TO BE CERTIFIED UNDER AISC QUALITY CERTIFICATION PROGRAM WITH

ONE OF THE FOLLOWING CERTIFICATIONS; MAJOR BRIDGE FABRICATOR (CBR),

CERTIFIED BRIDGE FABRICATOR - ADVANCED (ABR), CERTIFIED BRIDGE FABRICATOR -

INTERMEDIATE (IBR), OR CERTIFIED HYDRAULIC FABRICATOR (HYD) AT THE TIME OF

BID. IN ADDITION, THE FABRICATOR IS REQUIRED TO BE CERTIFIED WITH FRACTURE

CRITICAL ENDORSEMENT (F) AT TIME OF BID. THE FABRICATOR SHALL BE CERTIFIED

FOR THE LIFE OF THE CONTRACT.

1.2 THE CONTRACTOR SHALL FIELD VERIFY ALL CONTROL DIMENSIONS OF EXISTING

BULKHEADS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ALL

VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR GOVERNMENT

APPROVAL.

1.3 UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL USED IN FABRICATION OF THE

BULKHEADS SHALL BE ASTM A709 F2 GRD 50. FOR REQUIREMENTS, SEE

SPECIFICATION 05 59 13.01 26.

1.4 CONFORM ALL STRUCTURAL WELDING TO ALL REQUIREMENTS AS STATED IN 05 59

13.01 26.

1.5 ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE

FRACTURE CRITICAL CJP WELDS, AND ARE TO BE IDENTIFIED ON THE SHOP

DRAWINGS AND CLOUDED FOR APPROVAL. PROVIDE ALL MISSING WELDS ADDED BY

THE CONTRACTOR TO THE SHOP DRAWINGS IN LIST FORM IDENTIFYING WHICH SHOP

DRAWING SHEET THE WELD IS LOCATED ON. ADD THIS LIST TO THE FIRST PAGE OF

THE SHOP DRAWINGS AND PROVIDE THE LIST FOR GOVERNMENT APPROVAL.

1.6 BREAK ALL SHARP EDGES TO A 1/16" RADII, UNLESS NOTED OTHERWISE. A SHARP

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

OR MACHINING.

1.7 CONFORM PAINTING FOR BULKHEADS TO ALL REQUIREMENTS STATED IN

SPECIFICATION 09 97 02.13 26. USE SYSTEM 5-E-Z FOR ALL BULKHEAD COMPONENTS,

EXCEPT AS NOTED IN THE SPECIFICATIONS. CERTIFY ALL PAINTING CONTRACTORS

ENGAGED IN SURFACE PREPARATION AND COATING APPLICATION ACCORDING PER

09 97 02.13 26.

1.8 ALL WELD ACCESS HOLES ARE 2" RADIUS AND GROUND TO A MAXIMUM 1,000 μINCH

FINISH, UNLESS OTHERWISE NOTED. EXTEND SLOTTED ACCESS HOLES 2" PAST WELD

JOINT, UNLESS OTHERWISE NOTED.

1.9 WRAP ALL WELDS USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE

DRAWINGS, OR THE REQUIRED REINFORCING FILLET WELD SIZE PER AWS D1.5.

MATCH ADJACENT WELD SIZES AT LOCATIONS THAT ARE TO BE WRAPPED.

1.10 THE ESTIMATED DRY WEIGHT OF EACH BULKHEAD, NOT INCLUDING PAINT AND

WELDS: 37,500 LBS

1.11 ALL BOLT HOLES ARE TO BE STANDARD SIZE, UNLESS NOTED OTHERWISE.

1.12 PREHEAT WELDED JOINTS FOR THE THICKER PART JOINED. SEE SECTION

05 59 13.01 26.

1.13 MATCH DRILL HOLES AT ASSEMBLY FOR RUBBER SEALS.

1.14 SPLICES IN STEEL MEMBERS ARE NOT ALLOWED, UNLESS NOTED OTHERWISE,

WITHOUT GOVERNMENT APPROVAL.

1.15 ASSUME ALL WELDS ON FRACTURE CRITICAL MEMBERS ARE IN TENSION FOR

PURPOSES OF NONDESTRUCTUIVE TESTING.

1.16 SOME COMPONENTS AND FEATURES MAY BE OMITTED FOR CLARITY AND/OR MAY

NOT BE TO SCALE IN CERTAIN VIEWS WITHIN THIS PACKAGE.

1.17 ALL CJP BUTT JOINTS ARE TO BE GROUND FLUSH, UNLESS NOTED OTHERWISE.

2.0 DESIGN STANDARDS

2.1 AISC 325 - STEEL CONSTRUCTION MANUAL 15TH EDITION

2.2 AWS D1.5 - 2015

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

3.0 QUANTITY

3.1 ALL QUANTITIES INDICATED ON STRUCTURAL SHEETS ARE FOR 1 BULKHEAD. SEE

SPECIFICATIONS FOR REQUIRED NUMBER OF BULKHEADS.

4.0 FRACTURE CRITICAL MEMBERS (FCM)

4.1 ALL FAILURE CRITICAL MEMBERS WILL BE TREATED AS A FRACTURE CRITICAL

MEMBER (FCM) FOR FABRICATION AND TESTING PURPOSES.

5.0 TOLERANCES UNLESS OTHERWISE NOTED.

5.1 TOLERANCES FOR FRACTIONAL DIMENSIONS:

5.1.1 BOTH ENDS MILLED: +/- 1/32"

5.1.2 NON-MILLED ENDS AND MEMBER LEGNTH OF 30' OR LESS: +/- 1/16"

5.1.3 NON-MILLED ENDS AND MEMBER LENGTH OVER 30': +/- 1/8"

5.2 TOLERANCES FOR ANGLES ARE +/- 0.5°.

5.3 TOLERANCES FOR DECIMAL DIMENSIONS ARE AS FOLLOWS:

DIMENSION TOLERANCE

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

X.XX +/- 0.005

X.XXX +/- 0.0005

X.XXXX +/- 0.00005

ABBREVIATIONS

CC CENTER TO CENTER

CFS CUBIC FEET PER SECOND

CG CENTER OF GRAVITY

CL CENTERLINE

CTRL CONTROL

DIA DIAPHRAGM

DIM DIMENSION

D/S DOWNSTREAM

EL ELEVATION

FLG FLANGE

FCM FRACTURE CRITICAL MEMBER

OC ON CENTER

PL PLATE

PLS PLATES

PLCS PLACES

U/S UPSTREAM

VERT VERTICAL

NTS NOT TO SCALE

STIF STIFFENER

SYM SYMMETRICAL

TYP TYPICAL

FLOW

GENERAL NOTES

SCALE: NTS

DRAFT TUBE BULKHEAD

EL 1,132.69 (TOP SEAL)

EL 1,107.78 (BOTTOM OF SLOT)

FLOW

EXTREME EL 1,193.00

(586,000 CFS)

UNUSUAL EL 1,174.00

(135,000 CFS)

USUAL EL 1,160.50

(57,000 CFS)

DRAFT TUBE BULKHEAD

CONTROL DIMENSIONS CHART

CONTROL DIMENSIONS

19'-4 1/2"

8'-11"

SEE SECTION 05 59 13.01 26 PART 3.4 CONTROL

DIMENSIONS FOR INSTRUCTIONS TO CONTRACTOR.

OUT TO OUT

GUIDE SHOES

S-101

BOTTOM FLANGE TO

TOP OF SKIN PL

S-002

9 5/16"

1'-2 1/16"

OUTSIDE TO OUTSIDE

OF BEARING BAR

S-101 18'-10"

D/S FACE OF SKIN PL

TO D/S FACE OF

LIFTING LUG

S-101

U/S FACE OF FLG TO

U/S FACE OF GUIDE SHOE

S-501

4'-10 1/2"

6 5/16"

OUTSIDE BEARING SHOE TO

INSIDE SIDE SEAL BAR

S-501

OUT TO OUT

END WEB PLS

S-002 18'-8"

INSIDE FACE OF

LIFTING LUGS

S-002

OUTSIDE END PL TO

INSIDE LIFTING LUG

S-002

TOP GUIDE

DOG BRACKET

LOAD

FIELD MEASUREMENTS

25'-3/4"

10 5 5/16"

TOP OF TOP WEB TO

BOTTOM OF SEAL BAR

S-501

MIDDLE GUIDE

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U/S SURFACE OF

BEARING BAR

2'-2 5/8"

11 1/4" 1'-3 3/8"

1 15/16"

U/S SURFACE OF

FLG PL

CL OF LIFTING LUG

DOG SEAT, &

GUIDE SHOE

D/S FACE OF SKIN PL

DOG SEAT

GUIDE SHOE

LIFTING LUG

'-0

" T O

P O

B O

M O

M F

O N

L D

'-4

"O U

O U

E O

SYM

ABOUT CL

8'-11" INSIDE OF LIFTING LUG TO

INSIDE OF LIFTING LUG (CONTROL DIM)

18'-3 5/8" CL TO CL OF J-BULB SEALS

SYM

ABOUT CL

19'-4 1/2"OUTSIDE TO OUTSIDE OF GUIDE SHOES (CONTROL DIM)

(19'-5") INSIDE SURFACE TO INSIDE SURFACE OF EXISTING SLOT

CL OF

GUIDE ANGLES

U/S GUIDE FACE

CL OF

GUIDE ANGLES

& GUIDE SHOES

18'-8" OUTSIDE TO OUTSIDE END PL (CONTROL DIM)

GUIDE SHOE

(4 7/8")

CL OF END PL

D/S GUIDE FACE

1/ 4"

C E

(1 '-3

3/ 8"

1' -5

6" 1'

-1

" S

L D

O N

FLOW

SURFACE OF

EXISTING SEAL BAR

SURFACE OF EXISTING

GATE SLOT

A7 S-002

1/4"CLEARANCE

1. SEE REFERENCE DRAWING MG51-82E103.1 FOR EXISTING EMBEDDED

STEEL WITHIN THE CONCRETE SLOT.

SCALE: 3"= 1'-0"

DETAIL - SLOT ENDA7S-002

SCALE: 1/2"= 1'-0"

PLAN VIEW - BULKHEAD IN SLOTF3

SCALE: 1/2"= 1'-0"

ELEVATION - DOWNSTREAM VIEWA3SCALE: 1/2"= 1'-0"

END ELEVATION A1

4'-10 1/2" OUTSIDE END PL TO

INSIDE LIFTING LUG (CONTROL DIM)

S-002 A3

S-002 A1

S-002 G4

S-002 C3

GUIDE SHOE

GENERAL NOTES

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US Army Corps of Engineers

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BEARING

SURFACE OF

BEARING BAR

18'-10" OUTSIDE TO OUTSIDE OF BEARING BAR

90°

SYM

ABOUT CL

OUTSIDE SURFACE

OF END WEB PL

OUTSIDE SURFACE

OF END WEB PL

SURFACE OF

SKIN PL

SURFACE OF

END FLG PL,

HORIZ FLG PL

2'-4 9/16"

SURFACE OF

BOTTOM FLG PL

BEARING SURFACE

OF BEARING BAR

OUTSIDE EDGE

OF BEARING BAR

OUTSIDE EDGE

OF BEARING BAR

SYM

ABOUT CL

SYM

ABOUT CL

BEARING BAR

END FLG

0.125 A

0.125 A B D

0.125 C

0.125 B

0.125 E

B B

F 0.03

0.06 D

TOP WEB PL

END PL

DOG SEAT;

GUIDE SHOE BELOW

0.063 F

OUSIDE EDGE

OF GUIDE SHOE

GUIDE SHOE

END FLG

END PL

BEARING BAR

W 90°

90°

FLOW

A8 S-003

90°

SCALE: 3"= 1'-0"

DETAIL - BEARING SURFACEA8S-003

G3,G6

SCALE: 1/2"= 1'-0"

PLAN VIEWF3

SCALE: 1/2"= 1'-0"

ELEVATION - DOWNSTREAM VIEWA3SCALE: 1/2"= 1'-0"

ELEVATION - END VIEWA1

S-003 A3

S-003 A1

2 FACES

S-003 G4

S-003 C3

GUIDE SHOE

1. MEASURE CORNERS DIAGONALLY FROM THE BEARING BARS TO CONFIRM

AND VERIFY THE STRUCTURE IS SQUARE AND NOT TWISTED.

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DOG SEAT

'-4

" O U

O U

1' -0

3' -3

6" 9"

8' -2

GUIDE SHOE

11 1/4"

D/S FACE OF

SKIN PL

CL OF LIFTING

LUGS, DOG SEATS,

& GUIDE SHOES

10'-0" CL TO CL OF EYE OF LIFTING LUG/SUPPORT DIAPHRAGM

SYM

ABOUT CL

2'-0" TYP 2'-0" TYP 2'-1 15/16" TYP

TOP OF

END WEB PL

1/2" LIFTING LUG

SUPPORT DIAPHRAGM

TYP 2 PLCS

3/8" X 6" RIB

TYP 36 PLCS

3/8" DIAPHRAGM

TYP 18 PLCS

9" 2'

-1

2' -2

-4

2' -5

-7

2' -9

-1

1/ 2"

3' -3

CL OF

TOP WEB PL

CL OF

END PL

SYM

ABOUT CL

19'-4 1/2"OUTSIDE TO OUTSIDE OF DOG SEATS/GUIDE SHOES

19'-3" OUTSIDE TO OUTSIDE OF SKIN PL

18'-7 1/4"CL TO CL OF END PL

18'-10" OUTSIDE TO OUTSIDE SURFACE OF BEARING BAR (CONTROL DIM)

(5'-0" TYP)

3/8" WEB PL

TYP 8 PLCS

SPRING

SURFACE OF

BOTTOM FLG

(MIRRORED FOR CLARITY)

3/8" TIE PL

TYP

18 PLCS

1" X 10"

FLG PL

TYP

8 PLCS

CJP

TYP

1" X 8 13/16"

END FLG PL

TYP 2 PLCS

5/8" TOP

WEB PL

4'-7 1/2" TYP

OUTSIDE SURFACE

OF SKIN PL

5/8" BOTTOM

WEB PL

1" X 1'-0" BOTTOM FLG PL

TYP5/16

5/16

TYP 5/16

5/16

TYP 1/4

1/4

3/4" SKIN PL

3/4" END PL

1" X 6 13/16"

TOP FLG PL

3/4" SKIN PL

FLOW FLOW

1. DRAIN HOLES IN ALL WEBS EXCEPT TOP WEB AND BOTTOM WEB.

2. PROVIDE 1/8" RADIUS ON TOP AND BOTTOM OF DRAIN HOLES.

3. WIRE MESH EXCLUDED FOR CLARITY.

4. SKIN PLATE SPLICE LOCATION, IF NEEDED. ALL SKIN PLATE SPLICES

ARE CJP WELDS.

5. SKIN PLATE ROLLING DIRECTION TO BE IN THE HORIZONTAL DIRECTION.

3/4" END PL

SCALE: 1/2" = 1'-0"

SECTIONA8S-101

SCALE: 1/2" = 1'-0"

ELEVATION/SECTIONA3S-101

SCALE: 1/2" = 1'-0"

END ELEVATIONA1

SCALE: 1/2" = 1'-0"

PLAN VIEWF3

A2 S-501

D2 S-501

S-101 A8

S-101 A3

C8 S-501

D1 S-502

A5 S-502

A7 S-502

A1 S-502

A3 S-502

3' -7

2'-1 3/4" TYP

9 5/16" (CONTROL DIM)

R2 1/2"

TYP

4" TYP

S-101 A1

12" DIA

HOLES

TYP

DIAPHRAGM

6'-3 5/8" 3'-0"

1' -0

6"10" DIA DRAIN HOLES

SEE NOTES 1 & 2

D5 S-502

S-503 A1

3/ 4"

D9 S-502

S-101 C3

S-503 F5

'-3

/1 6"

1' -5

-2

" SKIN PLATE

SPLICE.

SEE NOTE 4

SKIN PLATE

SPLICE.

SEE NOTE 4

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6- 5-

LIFTING LUG

SUPPORT

DIAPHRAGM

2" R WELD

ACCESS

HOLE TYP

LIFTING LUG

SEE S-502

1'-1 3/16"1'-1 7/16"

6 13/16" X 1"

TOP FLG PL

SURFACEOF

TOP FLG PL,

END FLG PL,

D/S SURFACE OF

3/4" SKIN PL

2" R WELD

ACCESS

HOLE TYP

BOTTOM SURFACE

OF END FLG PL,

BOTTOM FLG PL

5/8" BOTTOM

WEB PL

SEE NOTE 4

WELD ACCESS HOLE

EXTENDED 2" PAST

WELDED JOINTS TYP

FOR ALL WELD

ACCESS HOLES

TOP J-BULB SEAL

C O

O L

TOP SEAL CLAMP BAR

2 1/4" X 1/2"

TOP SEAL BAR

2 1/4" X 3/8"

1/2" STIFFENER

5/8" TOP

WEB PL

BOTTOM SURFACE OF

END FLG PL, BOTTOM FLG PL

1" BOTTOM

FLG PL

DIAPHRAGM

BOTTOM WEDGE SEAL

SEE S-503

SEAL CLAMP BAR

2 1/2" X 3/8"

BACKING BAR

1" X 1"

1' -3

SPRING

CL OF 3/4" END PL

3/4" SKIN PL

WEB PL

CL OF LIFTING LUGS

DOG SEAT,

GUIDE SHOES

2" R WELD

ACCESS

HOLE TYP

SEE NOTE 4

SIDE SEAL CLAMP BAR

2 1/4" X 1/2"

SIDE SEAL BAR 2 1/4" X 3/8"

SIDE J-BULB SEAL

1 3/4" X 1 15/16"

BEARING BAR

SURFACE OF

BEARING BAR

5/8" TOP WEB PL

1" END FLG

" D

TOP WEB PL

BEARING BAR

SURFACE OF

1" FLG PLS

3/4" END PL

3 7/8"

3/4" END PL

2" R WELD

ACCESS

HOLE TYP

TOP J-BULB SEAL

/1 6"

1" BOTTOM

FLG PL

SCALE: 3"= 1'-0"

DETAIL - TOP WEB PL/LIFTING LUG ASSYD2S-101

C5 S-501

SCALE: 3"= 1'-0"

DETAIL - BOTTOM WEB PLA2S-101

A5 S-501

SCALE: 6"= 1'-0"

DETAIL -TOP J-BULB SEALC5S-501

SCALE: 6"= 1'-0"

DETAIL -BOTTOM WEDGE SEALA5S-501

SCALE: 3"= 1'-0"

DETAIL -END WEB PLC8S-101

A8 S-501

SCALE: 6"= 1'-0"

DETAIL -SIDE J-BULB SEALA8S-501

TYP5/16

5/16

TYP 5/16

5/16

6 5/16" (CONTROL DIM)

1/2"

1 1/8"

CJP

TYP

TYP 5/16

5/16

GROOVE TO

SEAL BAR

1/4 5/16

CJP

TYP5/16

5/16

CJP

1' -2

6" (C

O N

L D

MAX 4" O.C.

SEE NOTES 1, 2, & 3

3/8" STIFFENER PL

1 1/2" R

(WELD ACCESS

HOLE)

TYP5/16

5/16

1 1/2"

WIRE MESH RETAINING BAR

8" GUIDE SHOE

SEE S-502

WIRE MESH

RETAINING BAR

MAX 4" O.C.

SEE NOTES 1, 2, & 3

MAX 4" O.C.

SEE NOTES 1, 2, & 3

5/16 5/16

CJP

GENERAL NOTES

1. COAT BOLT ASSEMBLY WITH FLUOROPOLYMER COATING PER SECTION

05 59 13.01 26.

2. PROVIDE STAINLESS STEEL NYLON LOCKING NUT AS REQUIRED PER

SECTION 05 56 09.00 26.

3. 5/8" DIA ASTM F593 ALLOY 316 FLATHEAD HEX SOCKET COUNTERSUNK

BOLT.

4. OMIT WELD ACCESS HOLES ON BOTTOM WEB.

1/4" SEAL BAR

R 1/8"

1/4 1/4

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

A SHEET ID

US Army Corps of Engineers

S-502

T D

U R

I R

H O

D R

B U

D D

K, P

/0 2/

, P

. M

, P

D G

P7 6_

S-

.d w g

U .S

. A R

M Y

C O

O F

R S

R O

D , O

O N

U .S

. A R

M Y

C O

O F

R S

O M

T O

A, N

G P7

6- 5-

TOP WEB

STIFFENER

LIFTING LUG

SUPPORT

DIAPHRAGM

TYP TOP OF

TOP WEB PL

1/2" LIFTING LUG

SUPPORT DIAPHRAGM

SCALE: 3"= 1'-0"

DETAIL/SECTION - LIFTING LUG FCMD1S-101

D3 S-502

SCALE: 3"= 1'-0"

SECTION - LIFTING LUG FCMD3S-502

SCALE: 6"= 1'-0"

DETAIL - TYP WEB PL TO FLG PLA5S-101

SCALE: 6"= 1'-0"

DETAIL - TYP WEB PL TO SKIN PLA7S-101

SCALE: 6"= 1'-0"

DETAIL - BEARING BAR A1S-101

TYP BOTTOM OF

SCALE: 6"= 1'-0"

DETAIL - BEARING BAR A3S-101

TOP WEB PL

/1 6"

1' -6

CL OF LIFTING LUG,

LIFTING LUG

SUPPORT DIAPHRAGM

1" X 6 1/2" PL

SEE NOTE 3

1/2" X 11" PL

5/16 5/16

1 1/2" R WELD

ACCESS HOLE

TYP

5/16

5/16TYP

TYP

2" R WELD ACCESS

HOLE TYP

1" FLG PL

3/4" SKIN PL

3/8" WEB PL

2" R WELD

ACCESS

HOLE TYP

3/8" DIAPHRAGM

CJP

TYP

3/8" DIAPHRAGM

SURFACE OF

TOP WEB PL

U/S FACE OF

FLG PL

BEARING BAR

5/16

BEARING BAR

5/16

BOTTOM EDGE

OF FLG PL

U/S FACE

OF FLG PL

5/16 5/16

1/2"

5/ 8"

3/4" END

WEB PL

3/8" PL

CL OF LIFTING LUG,

LIFTING LUG STIFFENER

3/8

2" T

A6 S-503

CJP

TYP

CJP

TYP

3/8

CJP

TYP

1' -0

3/8 3/8

2" R WELD

ACCESS HOLE

TYP

R 1/4"

TYP

R 6"

TYP

3/ 4"

R 1/4"

TYP

R 6"

TYP

3/8" 9"

TOP WEB PL,

END PL

3/8"

SYM ABOUT

SCALE: 6"= 1'-0"

DETAIL - DOG SEAT FCMD5S-101

D7 S-502

SCALE: 6"= 1'-0"

DETAIL - DOG SEAT FCMD7S-502

5/ 8"

4 1/4"

R 1/4"

R 1 1/2"

7/16" DIA.

TYP

SEE NOTE 4

WIRE MESH

RETAINING BAR

WIRE MESH

RETAINING BAR

SCALE: 6"= 1'-0"

DETAIL - TYP GUIDE SHOED9S-101

15/16"

1/ 2"

3/8"

4 1/4"

3/8" PL

CJP

SEE

NOTE 2

3/4" END

WEB PL

SCALE: 6"= 1'-0"

TOP VIEW - GUIDE SHIMA9

B9 S-502

SCALE: 6"= 1'-0"

ELEV. - GUIDE SHIMB9S-502

1/2" 1 3/8"

7/16" DIA.

TYP

9" 6"

SEE NOTE 1

1/ 4"

2 5/8" X 3/8" PL

CENTERED

5/8"

1/4

1/ 2"

1/8" X 1/2" CHAMFER

TOP AND BOTTOM 1/

8" T

2 5/8" X 3/8" PL

CENTERED

1/4" CHAMFERS

AT FOUR

CORNERS

(QUANTITY: 2 PER BULKHEAD)

CJP

TYP

GENERAL NOTES

1. BUILD UP WITH PLATE AND CJP WELDS.

2. NO REINFORCING FILLET.

3. TAPER PLATE TO LUG THICKNESS STARTING 6" FROM FACE OF LUG.

4. ONLY THE LOWER GUIDE SHOES HAVE SHIMS ATTACHED. UPPER AND

MIDDLE GUIDE SHOES DO NOT NEED HOLES FOR SHIMS.

11 1/16"

FACE OF SKIN PL

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

A SHEET ID

US Army Corps of Engineers

S-503

T D

U R

I R

H O

D R

B U

D D

K, P

/0 2/

, P

. M

, P

D G

P7 6_

S-

.d w g

U .S

. A R

M Y

C O

O F

R S

R O

D , O

O N

U .S

. A R

M Y

C O

O F

R S

O M

T O

A, N

G P7

6- 5-

START OF

TAPER

R1 7/8"

R1 1/4"

R1 1/2"

4 5/8"

5"1/4"

1 7/8"

R4 1/2"

R2 1/2"

6" 6"

2" TYP

1' -9

R1/16" T

BELOW THIS LINE,

CORNERS R3/16" TYP

SCALE: 3"= 1'-0"

SECT. - LIFTING LUG TYP - FCMC3S-503

C3 S-503

SCALE: 3"= 1'-0"

LIFTING LUG TYPC1

1/4"

7/ 8"

3 7/8"

R1"TYP

R1" T

3' -4

A8 S-503

7" 4 1/2"1 1/4" 1 1/4"

SPRING RETAINER

BAR

SYMM

ABOUT CL

SYMM

ABOUT CL

3' -5

3' -3

4" X 9/16" SPRING

SEE NOTE 1

2 5/16"

SCALE: 3"= 1'-0"

STEEL SPRING BUMPERA9SCALE: 3"= 1'-0"

SECT. - SPRING BUMPERA8

C6 S-503

1 1/4"

5/8"

4" X 9/16"

SPRING

RETAINER BAR

SCALE: 3"= 1'-0"

DETAIL - SPRING SHOEC6

R3'-9 9/16"

R2'-2 3/16"

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

SECT. - BEARING BARA6

1 3/4"

R 9"

S-502 A2

R2 1/2"

1/ 2"

SCALE: 6"= 1'-0"

SECT - SEAL PASS-THROUGHA1

1 5/8" CONNECTING

SEAL SECTION

SIDE J-BULB

SEAL

1 5/8"

WEDGE

SEAL

S-101 A3

END FLG

1/8"

COUNTERSUNK HOLES

IN RETAINER BARS

SEE NOTE 2

A3 S-503

SCALE: 6"= 1'-0"

SECT. - SEAL PASS-THROUGHA3S-503

1 5/8" 4 3/8"

1 5/8" CONNECTING

SEAL SECTION END FLG

1" 12" MAX HOLE SPACING 1"12" MAX HOLE SPACING12" MAX HOLE SPACING1"

1" 2"

3/16"

SCALE: 6"= 1'-0"

MESH RETAINING BAR - TYPE6

7/8" DIA. TYP

E4 S-503

SCALE: 6"= 1'-0"

SECT - RETAINING BARE4S-503

SEE NOTE 3

SCALE: 6"= 1'-0"

WIRE MESH RETAINING BAR CONNECTION - TYPF5

2" X 3/16" WIRE MESH

RETAINING BAR

OVERSIZE WASHER

1-1/4" OD X 1/8" THICK

ALLOY 316, TYP

5/16" NYLON LOCK NUT

ALLOY 316, TYP

5/16" WASHER

ALLOY 316, TYP

5/16" HEX HEAD CAP

SCREW ALLOY 316, TYP

SEE NOTE 4

S-503 E10

S-503 E8

S-101 B4

1/8" RADIUS TYP

GENERAL NOTES

1. SPRING MATERIAL IS ASTM A322 ALLOY 5160 WITH A MINIMUM HARDNESS

OF 55 HRC.

2. 3/4" DIA ASTM F593 ALLOY 316 FLATHEAD COUNTERSUNK BOLT WITH

FLAT WASHER AND NYLON LOCK NUT.

3. PROVIDE 1/8" RADIUS ON BOTH EDGES OF FLANGE ALONG ENTIRE CUT.

4. COAT BOLT ASSEMBLY WITH FLUOROPOLYMER COATING PER SECTION

05 59 13.01 26.

5. MAXIMUM LENGTH FOR WIRE MESH RETAINING BAR SEGMENT IS 6'-6".

R1" TYP

2" X 1/4" WIRE MESH

RETAINING BAR

WIRE MESH, WELD TO

1/4" RETAINING BAR

1" 2"

1/4"

(2 PIECES)

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

A SHEET ID

US Army Corps of Engineers

S-504

T D

U R

I R

H O

D R

B U

D D

K, P

/0 2/

, P

. M

, P

D G

P7 6_

S-

.d w g

U .S

. A R

M Y

C O

O F

R S

R O

D , O

O N

U .S

. A R

M Y

C O

O F

R S

O M

T O

A, N

G P7

6- 5-

3/8"

1 1/8" 1 1/8"4" MAX HOLE SPACING4" MAX HOLE SPACING

R1/4"

SCALE: 6"= 1'-0"

TOP SEAL BARF3

F1 S-504

SCALE: 6"= 1'-0"

SECT - TOP SEAL BARF1

8"2 1/

8" 2 1/

1/2"

R1/4"

E1 S-504

18'-1 7/8" 1 1/8" 1 1/8"

SCALE: 6"= 1'-0"

TOP SEAL CLAMP BARE3SCALE: 6"= 1'-0"

SECT - TOP CLAMP BARE1F3

4" MAX HOLE SPACING4" MAX HOLE SPACING

18'-1 7/8"

8" 4"

H O

8" 4"

H O

'-3

D1 S-504

SCALE: 6"= 1'-0"

SECT - SIDE SEAL BARD1

SCALE: 6"= 1'-0"

SIDE SEAL BARA1

2 1/4" 1 1/8"

R1/4"

'-7

8" 4"

H O

4" M

SCALE: 6"= 1'-0"

SECT - SIDE CLAMP BARD3

1/ 2"3/

2 1/4" 1 1/8"

R1/4"

SCALE: 6"= 1'-0"

SIDE SEAL CLAMP BARA3

D3 S-504

S-504 G3

S-504

S-504 C1

S-504 C3

(ONE REQUIRED AS SHOWN. ONE OPPOSITE HAND) (ONE REQUIRED AS SHOWN. ONE OPPOSITE HAND)

11/16" DIA. TYP

11/16" DIA. TYP 11/16" DIA. TYP

1/ 2"

3/8"

C5 S-504

18'-2 1/4""

2 13/16" 2 13/16"4" MAX HOLE SPACING4" MAX HOLE SPACING

11/16" DIA. TYP

R3/16"

SCALE: 6"= 1'-0"

BOTTOM SEAL CLAMP BARC7SCALE: 6"= 1'-0"

SECT - BOTTOM SEAL CLAMP BARC5C7

S-504

1 1/8"2"

R7/8

3 1/8"

MATCH BOLT

DIAMETER

8" 3"

9/16"

MATCH BOLT

DIAMETER

SCALE: 6"= 1'-0"

DETAIL - WEDGE SEALD7SCALE: 6"= 1'-0"

DETAIL - J-BULB SEALD6

SCALE: NTS

ISOMETRIC - MOLDED RUBBER SEALE6

J-BULB SEAL

WEDGE SEAL

GENERAL NOTES

1. PROVIDE FULLY MOLDED TYPE RUBBER SEALS ONLY THAT ARE

COMPOUNDED OF NATURAL RUBBER/POLYISOPRENE.

2. PROVIDE FULLY MOLDED SEAL CORNERS WITH SPLICES A MINIMUM OF

12 INCHES FROM THE VERTICAL AND HORIZONTAL SEAL INTERSECTION.

3. REFER TO SECTION 05 56 09.00 26 FOR ADDITIONAL SEAL REQUIREMENTS.

1/4"

A5 S-504

17'-11"

1 3/16" 1 3/16"4" MAX HOLE SPACING4" MAX HOLE SPACING

11/16" DIA. TYP

SCALE: 6"= 1'-0"

1/4" SEAL BARA7SCALE: 6"= 1'-0"

SECT - 1/4" SEAL BARA5B7

S-504

R1/8"3

Sheets and Views

GP76_G-001XXX-ANSI D

GP76_G-002XXX-ANSI D

GP76_G-901XXX-ANSI D

GP76_S-001XXX-ANSI D

GP76_S-002XXX-ANSI D

GP76_S-003XXX-ANSI D

GP76_S-101XXX-ANSI D

GP76_S-501XXX-ANSI D

GP76_S-502XXX-ANSI D

GP76_S-503XXX-ANSI D

GP76_S-504XXX-ANSI D

	2022-03-02T14:49:47-0800
CALNON.JAMES.D.1231641170

	2022-03-02T14:53:04-0800
MILES.STEVEN.ROBERT.1031191196

File details come from the government source that posted it. Updated May 25, 2022.