Libby_Emergency_Sluice_Gate_FINAL_Contract_Drawings.pdf

PDF 9 MB Posted May 8, 2019

Attached to: Emergency Sluice Gate Bulkhead, Libby Dam, Libby, MT Federal contract opportunity
Solicitation number: W912DW19R0016
Issued by: Department of the Army Corps of Engineers Engineering District Seattle

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Amendment_0003.pdf	PDF	Jun 4, 2019
Amendment_0002.pdf	PDF	Jun 4, 2019
W912DW19R0016_Amendment_0001.pdf	PDF	May 31, 2019
Request_for_Visitation_Authority_(RVA).pdf	PDF	May 8, 2019
Libby_Emergency_Sluice_Gate_-_Attachment_A_-_Eval_Criteria.docx	DOCX document	May 8, 2019
Libby_Emergency_Sluice_Gate_Reference_Drawings.pdf	PDF	May 8, 2019
W912DW19R0016.pdf	PDF	May 8, 2019

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S of Engineers

US Army Corps

LIBBY DAM

KOOTENAI RIVER - MONTANA

LIBBY DAM

IDAHO

MONTANA

EMERGENCY SLUICE GATE

LIBBY DAM

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K E

Seattle District

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NORTH

PLAN

NORTH

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CONTRACT NO.:

APPROVED BY:

these project documents within the scope of their employment as required by ER 1110-1-8152.

Engineers. The initials or signatures and registration designations of individuals appear on This project was designed by the Hydroelectric Design Center of the U.S. Army Corps of

SUBMITTED BY:

CHIEF, MECH/STRUCTURAL BRANCH

JAMES D. CALNON P.E.

DATE

DIRECTOR HDC

STEVEN R. MILES P.E.

SOLICITATION NO.: W912DW19R0016

ISSUE DATE:17 APR 2019

VICINITY MAP

SCALE: 1 IN. = 15 MI.

VICINITY MAP

SCALE: 1 IN. = 1.5 MI.

AERIAL PHOTO

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REFERENCE DRAWINGSCONTRACT DRAWINGS

SHEET NO. DRAWING NO. TITLE DRAWING NO.

GENERAL

STRUCTURAL

G-002

G-001

TITLE

MECHANICAL

INDEX OF DRAWINGS

PROJECT LOCATION AND VICINITY MAPS

L D

P -1 .2

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LIB-1.23-0/2

LIB-1.23-0/1

E V

S-509

S-508

S-507

S-506

S-505

S-504

S-503

S-502

S-501

S-201

S-004

S-003

S-002

S-001

LIB-1.23-5-2/14

LIB-1.23-5-2/13

LIB-1.23-5-2/12

LIB-1.23-5-2/11

LIB-1.23-5-2/10

LIB-1.23-5-2/9

LIB-1.23-5-2/8

LIB-1.23-5-2/7

LIB-1.23-5-2/6

LIB-1.23-5-2/5

LIB-1.23-5-2/4

LIB-1.23-5-2/3

LIB-1.23-5-2/2

LIB-1.23-5-2/1

BALLAST ASSEMBLY DETAILS

BALLAST BASE ASSEMBLY DETAILS

DOGGING BEAM DETAILS

SEALS ISOMETRIC VIEWS

SEALS AND RETAINERS DETAILS

EMERGENCY SLUICE GATE DETAILS SH 4

EMERGENCY SLUICE GATE DETAILS SH 3

EMERGENCY SLUICE GATE DETAILS SH 2

EMERGENCY SLUICE GATE DETAILS SH 1

ELEVATIONS

UPSTREAM / DOWNSTREAM VIEWS

OVERALL VIEWS

TOLERANCES

STRUCTURAL NOTES

LIB-1.23-3-2/3

LIB-1.23-3-2/2

LIB-1.23-3-2/1

M-502

M-501

M-201

ROLLER CHAIN DETAILS AND CHAIN ASSEMBLY

END GUIDE WHEEL DETAILS

CATHODIC PROTECTION LAYOUT ELEVATION VIEW

SLUICE EMERGENCY GATE LIFTING BEAM PLANS AND SECTIONS

SLUICE GATE EMERGENCY GATE DETAILS

SLUICE GATE EMERGENCY GATE PLAN ELEVATIONS & SECTIONS

SLUICE GATES GENERAL ARRANGEMENT

MISCELLANEOUS DETAILS II

SPILLWAY LT. END PIER PLAN ELEVATIONS & SECTIONS I

SPILLWAY CENTER PIER PLAN ELEVATIONS & SECTIONS I

SPILLWAY RIGHT END PIER REINFORCEMENT II

SPILLWAY RT. END PIER PLAN ELEVATIONS & SECTIONS I

SPILLWAY MONOLITHS DETAILS I

SPILLWAY MONOS. 28 TO 30

NON-OVERFLOW MONOS 31 TO 37 PLAN, ELEVATION & SECTIONS

ERECTION DIAGRAM SLUICE EMERGENCY GATE GUIDES

SLUICE EMERGENCY GATE GUIDES GUIDE DETAILS

SLUICE EMERGENCY GATE GUIDES GUIDE 4 ASSEMBLY

SLUICE GATES EMERGENCY GATE ASSEMBLY

SLUICE GATES EMERGENCY GATE ROLLER TRACK ASSEMBLY

SLUICE GATES EMERGENCY GATE DETAILS

SLUICE GATES EMERGENCY GATE LEAF DETAILS

E-53-11-179/3

E-53-11-136 C21

E-53-11-136 C18

E-53-11-136 C13

E-53-11-136 A145

E-53-11-136 A79

E-53-11-136 A76

E-53-11-136 A75

E-53-11-136 A72

E-53-11-136 A62

E-53-11-136 A29

E-53-11-136 A26

5467 D 00/5

5467 D 00/4

5467 D 00/3

5467 D 00/1

5466 D 00/5

5466 D 00/4

5466 D 00/3

5466 D 00/1

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GENERAL STRUCTURAL NOTES

NOT TO SCALE

EMERGENCY SLUICE GATE

EL. 2287.0 (MINIMUM POOL)

EL. 2218.07 (TOP SEAL)

EL. 2199.82 (BOTTOM OF SLOT)

S-003

OF END GUIDES

OUT TO OUT

S-002

TOLERANCE

PARALLEL

S-002

TOLERANCE

PLUMB

S-002

TOLERANCE

SKEW

S-502

TO SEAL PL SURFACE

D/S ROLLER TRACK

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EL. 2459.0 SEISMIC DESIGN BASIS (MAX POOL)

EL. 2461.0 HYDROSTATIC DESIGN BASIS

SUPPORT M-501

OF GUIDE WHEEL

END PLATE TO EDGE

E V

TYPICALTYP

SYMMETRICALSYMM

NOT TO SCALENTS

VERTICALVERT

UPSTREAMU/S

PLACESPLCS

PLATESPLS

PLATEPL

ON CENTEROC

HORIZONATALHORIZ

FRACTURE CRITICAL MEMBERFCM

FLANGEFLG

ELEVATIONEL

DOWNSTREAMD/S

DIMENSIONDIM

CLEARCLR

CENTERLINECL

CENTER OF GRAVITYCG

CENTER TO CENTERCC

ABBREVIATIONS:

CONTROL DIMENSIONS

FOR INSTRUCTIONS TO CONTRACTOR.

SEE SECTION 05 59 13.01 26 PART 3.4 CONTROL DIMENSIONS

CONTROL DIMENSIONS CHART

EMERGENCY SLUICE GATE

LEAF

13'-5 7/8"

S-201

HEIGHT

SKIN PLATE

18' - 8"

4'-1 3/4"

2'-7 7/8"

S-201

TO U/S FACE OF SKIN PL

CL LIFTING LUG

1'-0 3/4"

S-003

LIFTINGS- LUGS

CL TO CL

S-502

TO CL GUIDE SHOE

D/S ROLLER TRACK

0'-1/8"

0' - 1"11

1'-1 3/4"

2'-3 5/8 U/S TRACK

D/S TRACK TO

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': +/- 1/8"

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

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

5.1 TOLERANCES FOR FRACTIONAL DIMENSIONS:

5.0 TOLERANCES UNLESS OTHERWISE NOTED.

FABRICATION AND TESTING PURPOSES.

TREATED AS A FRACTURE CRITICAL MEMBER (FCM) FOR

4.0 FAILURE CRITICAL MEMBERS. ALL FAILURE CRITICAL MEMBERS WILL BE

EMERGENCY SLUICE GATE.

3.1 ALL QUANTITIES INDICATED ON STRUCTURAL SHEETS ARE FOR 1

3.0 QUANTITY

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

2.2 AWS D1.5 - 2015

2.1 AISC 325 - STEEL CONSTRUCTION MANUAL 15TH EDITION

2.0 DESIGN STANDARDS

OTHERWISE.

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

PACKAGE.

AND/OR MAY NOT BE TO SCALE IN CERTAIN VIEWS WITHIN THIS

1.16 SOME COMPONENTS AND FEATURES MAY BE OMITTED FOR CLARITY

TENSION FOR PURPOSES OF NONDESTRUCTUIVE TESTING.

1.15 ASSUME ALL WELDS ON FRACTURE CRITICAL MEMBERS ARE IN

WITHOUT GOVERNMENT APPROVAL.

1.14 STEEL SPLICES ARE NOT ALLOWED, UNLESS NOTED OTHERWISE,

1.13 MATCH DRILL HOLES AT ASSEMBLY FOR RUBBER SEALS.

SECTION 05 59 13.01 26.

1.12 PREHEAT WELDED JOINTS FOR THE THICKER PART JOINED. SEE

OTHERWISE.

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

ESTIMATED WEIGHT OF ALL BALLAST WEIGHT: 33,000 LBS.

INCLUDING PAINT, WELDS, OR BALLAST PLATES: 62,000 LBS. THE

1.10 THE ESTIMATED DRY WEIGHT OF EMERGENCY SLUICE GATE, NOT

ARE TO BE WRAPPED.

PER AWS D1.5. MATCH ADJACENT WELD SIZES AT LOCATIONS THAT

THE DRAWINGS, OR THE REQUIRED REINFORCING FILLET WELD SIZE

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

ACCESS HOLES 2" PAST WELD JOINT, UNLESS OTHERWISE NOTED.

1,000 μINCH FINISH, UNLESS OTHERWISE NOTED. EXTEND COPED

1.8 ALL WELD ACCESS HOLES ARE 2" RADIUS AND GROUND TO A MAXIMUM

APPLICATION PER 09 97 02.13 26.

CONTRACTORS ENGAGED IN SURFACE PREPARATION AND COATING

EXCEPT AS NOTED IN THE SPECIFICATIONS. CERTIFY ALL PAINTING

SYSTEM 5-E-Z FOR ALL EMERGENCY SLUICE GATE COMPONENTS,

REQUIREMENTS STATED IN SPECIFICATION 09 97 02.13 26. USE

1.7 CONFORM PAINTING FOR EMERGENCY SLUICE GATE TO ALL

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

GOVERNMENT APPROVAL.

PAGE OF THE SHOP DRAWINGS AND PROVIDE THE LIST FOR

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

SHOP DRAWINGS IN LIST FORM IDENTIFYING WHICH SHOP DRAWING

PROVIDE ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE

IDENTIFIED ON THE SHOP DRAWINGS AND CLOUDED FOR APPROVAL.

ASSUMED TO BE FRACTURE CRITICAL CJP WELDS, AND ARE TO BE

1.5 ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE

STATED IN 05 59 13.01 26 FOR CONNECTIONS.

1.4 CONFORM ALL STRUCTURAL WELDING TO ALL REQUIREMENTS AS

SPECIFICATION 05 59 13.01 26.

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

A709 T2 GRD 50, EXCEPT FRACTURE CRITICAL MEMBERS WHICH

FABRICATION OF THE EMERGENCY SLUICE GATE SHALL BE ASTM

1.3 UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL USED IN

VARIANCES FOR GOVERNMENT APPROVAL.

DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED

SLUICE GATE PRIOR TO BEGINNING FABRICATION AND SHALL

VERIFY ALL CONTROL DIMENSIONS OF EXISTING EMERGENCY

ORIGINAL CONTRACT DRAWINGS. THE CONTRACTOR SHALL FIELD

1.2 ALL DIMENSIONS, DISTANCES AND ANGLES SHOWN ARE PER THE

CERTIFIED FOR THE LIFE OF THE CONTRACT.

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

REQUIRED TO BE CERTIFIED WITH FRACTURE CRITICAL

(HYD) AT THE TIME OF BID. IN ADDITION, THE FABRICATOR IS

INTERMEDIATE (IBR), OR CERTIFIED HYDRAULIC FABRICATOR

ADVANCED (ABR), CERTIFIED BRIDGE FABRICATOR -

BRIDGE FABRICATOR (CBR), CERTIFIED BRIDGE FABRICATOR -

PROGRAM WITH ONE OF THE FOLLOWING CERTIFICATIONS; MAJOR

1.1 FABRICATOR TO BE CERTIFIED UNDER AISC QUALITY CERTIFICATION

1.0 STRUCTURAL STEEL

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NOT TO SCALE

NOTES:

T O

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NOT TO SCALE

STRAIGHT LINE STRAIGHT LINE

FLOW

NEAR END OF GATEFAR END OF GATESHOES TO BE PARALLEL WITHIN 1/8"

EDGES OF TOP AND BOTTOM GUIDE

LINES PASSING THROUGH OUTER

90°

BOTTOM STRAIGHT

ROLLER GUIDES

INSIDE OF

ROLLER GUIDE BARS

ON D.S. SIDE OF GATE

ROLLER CONTACT SURFACE

FULL HEIGHT FULL HEIGHT

THE TRACK AT ANY GIVEN POINT

FROM A 10FT. STEEL STRAIGHTEDGE ON

NOT EXCEED 0.020 INCHES AS MEASURED

WAVINESS OF TRACK SURFACE SHALL

NOT TO SCALE

LOWEST ROLLER, 3/4" MIN, 2" MAX

CLEARANCE BETWEEN TRACK AND

MEASUREMENT

POINT OF SLOPE

0.005 0.005

FOR CLARITY.

2. SOME FEATURES AND COMPONENTS ARE OMITTED

IN THE VERTICAL POSITION.

1. TOLERANCES SHALL BE MEASURED WITH THE GATE HANGING

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AND SQUARENESS OF BASE

PARALLELISM OF END GUIDES

SURFACES ON D.S. SIDE OF GATE

PARALLEL OF ROLLER CONTACT

MAXIMUM ALLOWABLE OUT OF

D.S. FACE OF GATE)

GUIDES (VIEWED FROM U.S. OR

ALLOWABLE ERROR IN ROLLER

OF GATE (VIEWED FROM END OF GATE)

CONTACT SURFACE ON D.S. SIDE

ALLOWABLE ERROR IN ROLLER

CONNECTING BOTH ROLLER CONTACT SURFACES

MAX. SLOPE OF TRACK WITH LINE

ROLLER TOLLERANCE

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NOT TO SCALE

NOTES: O

E R

A L L V

W S

SEE SHEET S-502

GUIDE SHOES BOTH SIDES

FLOW

FOR DETAILS

SEE SHEET S-501

LIFTING LUGS

V E

R A

L L H

H T

SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"

SEE SHEET S-502

GUIDE SHOES BOTH SIDES

SEE SHEET M-502

NOT ALL LINKS SHOWN

ROLLER CHAIN

OUT TO OUT OF ROLLERS

3'-1 5/8"

SEE S-509

BALLAST PL

L D

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H D

C S

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(CONTROL DIMENSION)

4'-1 3/4 " C TO C LIFTING LUGSL L

13'-6 1/2 " OUT TO OUT END GUIDE WHEELS

13'-5 7/8 " OUT TO OUT END GUIDES (CONTROL DIMENSION)

N O

T A

L L R

O L L E

R S S

H O

W N

N O

T A

L L R

O L L E

R S S

H O

W N

FLOW

ANODE LAYOUT.

3. ANODES ARE NOT SHOWN. SEE SHEET M-201 FOR

2. SOME FEATURES AND COMPONENTS ARE OMITTED FOR CLARITY.

SEALS.

MACHINED PER SECTION 09 97 02.13 26; DO NOT PAINT RUBBER

1. PAINT ALL STRUCTURAL STEEL SURFACES INCLUDING THOSE

E V

SIDES, SEE SHEET M-501

SIDE ROLLERS BOTH

SIDES, SEE SHEET M-501

SIDE ROLLERS BOTH

SEE SHEET S-507

BOTH SIDES

DOGGING BEAM FULLY EXTENDED

15'-2" DOGGING BEAM FULLY EXTENDED

(12'-11" DOGGING BEAM FULLY RETRACTED)

BOTTOM SEAL SURFACE

UPSTREAM ELEVATION

DOWNSTREAM ISOMETRIC VIEW

END ELEVATION

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [09-2012]

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

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SHEET S-003SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:DATE AND TIME PLOTTED: 4/17/2019 10:03:05 AM

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A R

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P S O

F E

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S E

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T L E

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T L E D

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B Y D

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P O

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S-004

NOT TO SCALE

NOTES:

NOT TO SCALE

L D

P -1 .2

-5 -2 /4

U P

S T

R E

A M D

O W

N S

T R

E A

M V

W S

H D

C S

E D

A N

D R

E W M

U E

H L E

C K P .E

SEE S-503

BOTH SIDES

ROLLER TRACK TOP

SEE S-503

TRACK PL

DOWNSTREAM ROLLER

3. SOME FEATURES AND COMPONENTS ARE OMITTED FOR CLARITY.

RUBBER SEALS.

MACHINED PER SECTION 09 97 02.13 26; DO NOT PAINT

2. PAINT ALL STRUCTURAL STEEL SURFACES INCLUDING THOSE

THIS SHEET.

1. ROLLER CHAIN IS OMITTED FOR CLARITY ON ALL VIEWS ON

E V

SEE SHEET S-507

BOTH SIDES

FULLY EXTENDED

DOGGING BEAM

ASSEMBLY VIEW (SKIN PL NOT SHOWN)

DOGGING BEAM

BOTTOM VIEW

DOWNSTREAM

(SKIN PL NOT SHOWN)

UPSTREAM VIEW

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [09-2012]

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

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SHEET S-004SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:DATE AND TIME PLOTTED: 4/17/2019 10:03:08 AM

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S-201

(CONTROL DIMENSION)

4'-1 3/4 "

(CONTROL DIMENSION)

SEE SHEET S-502

GUIDE SHOE

E L E

V A

NOTES:

SEE S-503

TRACK PLATES

SHOWN

EXCEPT AS

SYM. ABOUT CL

1'-0 3/4 "

L A

T E

(C O

N T

R O

L D

E N

1/2

TYP.

SURFACES W/ TRACK IN PLACE

MACHINE SQUARE TO TRACK

SEE SHEET S-505

TOP SEAL

SKIN PLATE 1 1/2"

1/2

PL 2 1/2"x10"

3 PLCS TYP. 18" x 16"

WELD ACCESS HOLE

CL SEAL

SEE SHEET S-505

BOTTOM SEAL

S-501 A

R 3"

DRAIN HOLE

LIFTING LUG

END PLATE 1" TYP.

WEB PL 1 1/2" TYP.

SKIN PLATE

TOP FACE OF

SKIN PLATE

BOTTOM FACE OF

H D

C S

E D

A N

D R

E W M

U E

H L E

C K P .E

PLATE SEE S-504

BOTTOM TRACK

DIAPHRAGM 1 1/2" TYP.

E V

SKINPLATE

U/S FACE OF

CJP, UT, TYP

SEE NOTE 4

SIDE ROLLER

1 1/2" x 6" TYP.

TIE PLATE

1 1/2" x 8" TYP.

FLG PL

TRACK IN PLACE

SURFACES W/

TO TRACK

MACHINE SQUARE

3/8

D/S TRACKS

CJP TYP U/S

1'-9 9/16 "2'-0 7/8 "

HOLE

WELD ACCESS

HOLE

WELD ACCESS

SHEET M-501 FOR END GUIDE WHEEL DETAILS.

WITH THE CENTERLINE OF THE HORIZONTAL WEB PLATES. SEE

4. CENTERLINE OF THE SIDE ROLLERS SHALL BE IN LINE

DETAILS.

CLARITY. SEE S-508 AND S-509 FOR BALLAST ASSEMBLY

3. BALLAST ASSEMBLIES ARE ONLY SHOWN IN 1 PLACE FOR

CLARITY.

2. SOME FEATURES AND COMPONENTS ARE OMITTED FOR

SEALS BEFORE PAINTING.

MACHINED PER SECTION 09 97 02.13 26; REMOVE RUBBER

1. PAINT ALL STRUCTURAL STEEL SURFACES INCLUDING THOSE

SEE NOTE 3

ASSEMBLY

BALLAST BASE

ASSEMBLY AND

BALLAST UPPER

OF SKIN PLATE

BOTTOM FACE

OF GUIDE SHOE

BOTTOM FACE

OF GUIDE SHOE

BOTTOM FACE

S-501

S-504

S-502

SECTION

SCALE: 1" = 1'-0"

S-507

S-504

END ELEVATION

SCALE: 1" = 1'-0"

SECTION

SCALE: 1" = 1'-0"

DRAWING PLOT SIZE: ANSI D

S O

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N N

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A M

D W

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C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [09-2012]

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

SHEET S-201SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:DATE AND TIME PLOTTED: 4/17/2019 10:03:11 AM

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A R

M Y C

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P S O

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T L E

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B Y D

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P O

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S-501

S-201

3/8

TYP

3 1/2 "

12'-2 1/2 "TO END GIRDERS> >

11'-2 1/8 " OUTSIDE TO OUTSIDE SKIN PL

6 1/4 "10 3/4 " 10"

SKIN PL

1 1/2"

(LIFTING LUG)

FRACTURE CRITICAL MEMBER

D E

T A

S S

1 1/2" WEB PL

1/2 NOTE 5

SEE

FLOW

> LIFTING LUG

PL 1/2" x 9 1/4"

PL 1/2" x 12 7/8" 1 1/2"

SKIN PL

2 PLCS

5" x 3" x 1/2"

4'-1 3/4 "

1'- 1/2 "1'-11 9/16 "

1/2 "

5/16

2'- 7/8 "

13'-5 7/8 " OUTSIDE TO OUTSIDE GUIDE SHOES (CONTROL DIMENSION)

7/16 "

R 2"

T Y

CJP TYP

PL 1" TYP

SEE NOTE 4

WEB PL 1 1/2"

H D

C S

E D

A N

D R

E W M

U E

H L E

C K P .E

TYP

R 2"

5/16

TYP

1/2

TYP.1/2

1/2

TYP.

0"R

R 2 1/2"

DRAIN HOLE TYP

TYP TOP ONLY

1/2" CHAMFER,

1/2 " TYP

1/2" MINIMUM THROAT AFTER MACHINING.

5. WELD AROUND UNDERSIZE HOLE BEFORE MACHINING. PROVIDE

LIFTING LUG PLATE.

4. PROVIDE A SLOT IN THE 1 1/2" WEB PLATE TO RECIEVE THE 1 1/2"

3. SPLICES IN WEBS AND FLANGES ARE PROHIBITED.

2. SOME FEATURES AND COMPONENTS ARE OMITTED FOR CLARITY.

RUBBER SEALS.

MACHINED PER SECTION 09 97 02.13 26; DO NOT PAINT

1. PAINT ALL STRUCTURAL STEEL SURFACES INCLUDING THOSE

E V

CL LIFTING LUG

GUIDE SHOECL

1/2

TYP.

1 1/2", 2 PLCS

FCM LIFTING LUG PL

10 1/4 "

6 1/8 "

NOT SHOWN

DOGGING BEAM

S-507

SEE DETAIL 1,

AND STEEL BAR

UHMW PAD

3/8

TYP.

3/8

TYP.

PL 1"

DIAPHRAGM

DOGGING

+.009"

-.000"

FLG PL

1 1/2" x 12"

R 2" TYP

PLAN VIEW

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

S-201

SECTION

SCALE: 3" = 1'-0"

LOOKING UPSTREAM

SECTION - LIFTING LUGS

SCALE: 3" = 1'-0"

DRAWING PLOT SIZE: ANSI D

S O

A T

N N

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A M

D W

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C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [09-2012]

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

SHEET S-501SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:DATE AND TIME PLOTTED: 4/17/2019 10:03:15 AM

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L E

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U .S

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M Y C

O R

P S O

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N G

E E

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S E

A T

T L E

W A

S H

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O N

S E

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T L E D

T R

B Y D

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P O

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S -5

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S-502

S-201

> >TO SEALS10'-4 3/8 "

1 1/2" FLG. PL

ROLLER OUTLINE

4 3/4 "6 3/16 "

ROLLER OUTLINE

(C O

N T

R O

L D

E N

SKIN PL

1 1/2"

WELD ACCESS HOLE

R2" TYP.

D E

T A

S S

5/16

TYP.

CJP, UT, TYP.

1 1/2"

WEB PL

11 1/16 "

SEALCL

1/2

TYP.

(C O

N T

R O

L D

E N

END PL

SEE DETAILS

GUIDE SHOE

5/16

TYP.

3/4 " 3/4 "2 1/2 "

2 1/2 "

1/2

TYP.

1/2

TYP.

SEE S-509

BALLAST PL

4'-0 3/8 " 4'-1 3/4 " 4'-0 3/8 "

CHAMFER TYP.

TRACK SURFACE

DOWNSTREAM ROLLER

TRACK SEE S-503

DOWNSTREAM ROLLER

SEE S-505

SIDE SEAL

H D

C S

E D

A N

D R

E W M

U E

H L E

C K P .E

5/16

BOTH SIDES

FLG PL 1 1/2" x 12"

DOWNSTREAM ROLLER

1'-10 3/4 "

5 3/8 "

3 3/16 "

> GATE

3/8 "

/2 T

Y P

TYP

R 1"

BOTH SIDES

9 1/2"

FLG PL 3/4" x

ROLLER

UPSTREAM

T Y

E V

7 1/2 "

1/2

TYP.

(C O

N T

R O

L D

E N

SEE NOTE 4

DRAIN HOLE

CJP, UT, SEE NOTE 5

SEE NOTE 6

CJP, TYP

INSIDE FACE FLUSH.

6. 100% VISUAL INSPECTION. 25% RANDOM MT INSPECTION. GRIND

5. PROVIDE 3/8" REINFORCING FILLET.

WEBS UNLESS SHOWN OTHERWISE.

4. TYPICAL DRAIN HOLES SHOWN ARE IN THE WEB PLATES FOR ALL

3. END GUIDE WHEELS NOT SHOWN. SEE SHEET M-501 FOR DETAILS.

2. SOME FEATURES AND COMPONENTS ARE OMITTED FOR CLARITY.

BEFORE PAINTING.

MACHINED PER SECTION 09 97 02.13 26; REMOVE RUBBER SEALS

1. PAINT ALL STRUCTURAL STEEL SURFACES INCLUDING THOSE

5/8 "

TYP

PL SURFACE

SEAL SPACER

R2" TYP

SECTION

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

GUIDE SHOE

SCALE: 6" = 1'-0"

SECTION - GUIDE SHOE

SCALE: 6" = 1'-0"

S-503

DETAIL - END GIRDER

BALLAST NOT SHOWN

SCALE: 3" = 1'-0"

M-201 S-502

DRAWING PLOT SIZE: ANSI D

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [09-2012]

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

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SHEET S-502SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:DATE AND TIME PLOTTED: 4/17/2019 10:03:19 AM

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U .S

A R

M Y C

O R

P S O

F E

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A T

T L E

W A

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G T

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A T

T L E D

T R

B Y D

A M

P O

W E

R H

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S -5

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G E

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L U

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A T

S-503

SYMMETRICAL ABOUT

NOTES:

(MAKE 2)

(2 REQ)

3/16

ASSEMBLY

MACHINED AFTER

GUIDE BARS TO BE

TRACK PLATES AND

TYP. BOTH ENDS OF

D E

T A

S S

9 3/4 " 9 3/4 "

3/4 "

D R

C O

U N

T E

R B

O R

3/4 "

1/4 "

2 1/2 " 2 1/2 "

5/8

6 5/8 "

5/8 "

4 1/16 "

5/16

3/16

2'-3 1/4 "

TYP.

R 2"

CJP, UT

5/16

SEE NOTE 3

SS BAR 3 5/8" x 1/4"

SEE NOTE 3.

SS BAR 3/4" x 3/4" TYP. 2 PLCS.

17'-1"

25 SPA. @ 8" = 16'-8"

H D

C S

E D

A N

D R

E W M

U E

H L E

C K P .E

9 1/2 "

6 5/8 "

R 1 1/2" TYP

S-502

3/16

SEE NOTE 3

SS BAR 3 5/8" x 1/4"

5/16

SEE NOTE 3

TYP 2 PLCS

3/4" x 1"

SS BAR

TYP.

UNS S4100 (410)

SS ASTM A240

E V

1' -1 3/

2'-3 5/8 "

15/16 "

4 1/16 " 9 3/4 " 9 3/4 " 4 1/16 "

15/16 " 15/16 "

1/4 "

TRACK PLATE

DOWNSTREAM

TYP

5/16

TYP

TRACK PLATE

UPSTREAM

1/4 "

1/2 "

TYP

T Y

P 250

UNS S30400 TYP

UNS S41000 TYP

ASTM A240

TYP

3/8 "

E309 ELECTRODE, SEE NOTE 5

SEE NOTE 4, 5.

E309 ELECTRODE, TYP.

E309 ELECTRODE, SEE NOTE 5

SEE NOTE 4, 5.

E309 ELECTRODE, TYP.

T Y

SEE NOTE 6, 8.

BOLT, WASHER, & NUTS.

15/16" HOLE FOR FITTED 7/8"

ROLLER TRACK TOP PROFILE

MACHINCE BEARING FACES TO MATCH

4 REQ. - 1" THICK

4 REQ. - 1/2" THICK

4 REQ. - 1/4" THICK

4 REQ. - 1/8" THICK

LOCATION SEE M-201

ANODE MOUNTING

SECTION 05 59 13.01 26.

8. COAT BOLT ASSEMBLIES WITH FLUOROPOLYMER PER

TO BE ASTM F594 ALLOY GROUP 1 UNS S30400.

7. 3/4" BOLTS TO BE ASTM F593 ALLOY GROUP 1 UNS S30400. NUTS

W/ TOP SECTION AND SHIMS.

GROUP 1 UNS S30400. MATCH DRILL & REAM HOLES AT ASSEBMLY

ALLOY GROUP 1 UNS S30400. NUTS TO BE ASTM F594 ALLOY

6. BOLTS TO BE 7/8" X 5 3/4" WITH 4" THREAD LENGTH ASTM F593

5. WELD PER AWS D1.6. 100% PT INSPECTION PER AWS D1.6.

SHOWN.

3/4" X1" SS BAR SHALL HAVE THE SAME GROOVE WELD DETAIL AS

4. GRIND INSIDE FACE TO BE FLUSH AS SHOWN. THE ENDS OF EACH

3. STAINLESS STEEL ASTM A240 UNS S30400

2. SOME FEATURES AND COMPONENTS ARE OMITTED FOR CLARITY.

RUBBER SEALS AND STAINLESS STEEL SURFACES.

MACHINED PER SECTION 09 97 02.13 26; DO NOT PAINT

1. PAINT ALL STRUCTURAL STEEL SURFACES INCLUDING THOSE

TYP SEE NOTE 7, 8

HEAD CAPSCREW

3/4" HEX SOCKET

SECTION

SCALE: 6" = 1'-0"

SPLIT SHIM

SCALE: 3" = 1'-0"

ROLLER TRACK TOP

SCALE: 6" =1'-0"

SECTION - DOWNSTREAM TRACK PLATE

SCALE: 6" = 1'-0"

DOWNSTREAM TRACK PLATE

SCALE: 3" =1'-0"

PLAN VIEW - ROLLER TRACK TOP

SCALE: 6" = 1'-0"

UPSTREAM TRACK PLATE

SCALE: 6" = 1'-0" (2 REQ)

DRAWING PLOT SIZE: ANSI D

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [09-2012]

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

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SHEET S-503SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:DATE AND TIME PLOTTED: 4/17/2019 10:03:22 AM

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A R

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T L E D

T R

B Y D

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P O

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H D

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A T

S-504

NOTES:

R 14"

D E

T A

S S

S-201

FLG PL 1 1/2" x 8"

WEB PL 1 1/2"

SKIN PL 1 1/2"

4 5/8 "

2'-3"

TYP.

R 2"

R 4"

2'-2"

1 1/2"

SKIN PL

DIAPHRAGM PL 1 1/2"

1/2

CJP, UT

1 1/2"

TIE PL

R 2"

CERAMIC BACKING

CJP, UT

H D

C S

E D

A N

D R

E W M

U E

H L E

C K P .E

SHOE

GUIDE

NOTE 3

FCM SEE

9 1/2 "

6 5/8 "

L D

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N O

T E

S E

3/16

5/16

SEE NOTE 5

SS BAR 3 5/8" x 1/4"

FLUSH

GRIND

CJP, UT

E V

SEE NOTE 5

SS BAR 3/4" x 3/4" TYP. 2 PLCS.

CJP,

BACKING

CERAMIC

CJP, UT

PL 1 1/2"

DIAPHRAGM

NOT SHOWN FOR CLARITY

SOME PLATES AND PARTS

2"R

SEE NOTE 7

CJP TYP

1/4

TYP

5/16 3 PLCS

TYP

TRACK

BOTTOM ROLLER

TRACK

BOTTOM ROLLER

TRACK

U/S ROLLER

TRACK

U/S ROLLER

TRACK JOINTS TYP

BE FLUSH AT ALL

SURFACES SHALL

U/S AND D/S TRACK

TRACK

U/S ROLLER

FCM PL 1 1/2"

1 1/2"

WEB PL

FCM PL 2 1/2" x 10"

FCM

1 1/2"

WEB PL

FCM

FCM PL 1 1/2"

S-505

SEE SHEET

ASSEMBLY

BOTTOM SEAL

SEE NOTE 6, 9.

E309 ELECTRODE, TYP.

SEE NOTE 6, 9.

E309 ELECTRODE, TYP.

SEE NOTE 10

CJP, UT

1/4

5/16

R 1"

SEE NOTE 8

SEAL JOINT

HOLE

WELD ACCESS

1'-4"

10. DO NOT TAPER FCM PL 2 1/2" X 10". GRIND OUTSIDE FACE FLUSH.

9. WELD PER AWS D1.6. 100% PT INSPECTION PER AWS D1.6.

PROFILE TO RECEIVE D/S ROLLER TRACK PLATE AND GUIDE BARS.

8. GRIND OUTBORED FACE FLUSH WITH BOTTOM ROLLER TRACK

PLATE.

7. GRIND U/S TRACK SIDE FLUSH TO MATCH U/S ROLLER FLANGE

2 TO RECIEVE THE DOWNSTREAM TRACK ASSEMBLY.

SHOWN. THE END SHALL BE GROUND FLUSH AS SHOWN IN DETAIL

3/4" X1" SS BAR SHALL HAVE THE SAME GROOVE WELD DETAIL AS

6. GRIND INSIDE FACE TO BE FLUSH AS SHOWN. THE END OF EACH

5. STAINLESS STEEL ASTM A 240 UNS S30400.

INTO TOP AND BOTTOM ROLLER TRACK GUIDE BARS.

SHALL BE TAPERED 1/4" OVER 4" TO CREATE A FLUSH TRANSITION

4. UPSTREAM AND DOWNSTREAM ROLLER TRACK GUIDE BARS

05 59 13.01 26

BOTTOM MEMBER BELOW THIS ELEVATION PER SECTION

ELEVATION ARE FRACTURE CRITICAL. PROVIDE MOCK UP FOR

3. ALL WELDS TO SKIN PLATE, WEBS, AND FLANGE BELOW THIS

2. SOME FEATURES AND COMPONENTS ARE OMITTED FOR CLARITY.

RUBBER SEALS OR STAINLESS STEEL SURFACES.

MACHINED PER SECTION 09 97 02.13 26; DO NOT PAINT

1. PAINT ALL STRUCTURAL STEEL SURFACES INCLUDING THOSE

DETAIL - BOTTOM OF GATE

NOT TO SCALE

SECTION - BOTTOM ROLLER TRACK

SCALE: 6" = 1'-0"

PLATE FCM

DETAIL - BOTTOM FLANGE

SCALE: 6" = 1'-0"

WELDING DETAILS

SCALE: 6" = 1'-0"

DETAIL - BOTTOM OF ROLLER TRACK

SCALE: 3" = 1'-0"

DETAIL - TYPICAL ROLLER TRACK CONNECTION

SCALE: 6" = 1'-0"

DRAWING PLOT SIZE: ANSI D

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [09-2012]

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

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SHEET S-504SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:DATE AND TIME PLOTTED: 4/17/2019 10:03:26 AM

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A R

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S-505

D E

T A

R 5/16"

DIA HOLE

17/32"

TYP

NOTES:

0"R

H D

C S

E D

A N

D R

E W M

U E

H L E

C K P .E

E V

3/8 "

1 1/2 "1 3/16 " 2 3/8 " 31 SPACES @ 4" = 10'-4"

11' - 1 3/8"

P A

C E

SKIN PLATE

PL 2" X 4" 1/2"

1/4

> SEAL

SEALS

5/8 "

2 13/16 " R 11/16"

R 1/16" TYP

R 9/16

5/8 "

1 3/8 "

3/4 "

1 1/8 "

PLATE

1 1/2" SKIN

RETAINER

BOTTOM SEAL

5/8 "

1 11/16 "

5/16 "

3 11/16 "

R 1/2"

13/16 "

O P S

E A

E S

E A

1/2 "

1 1/8 "

SYMMETRICAL

GATE SEAL

PLATE

1 1/2" SKIN

PLATE

SEAL SPACER

SEAL RETAINER

1 1/2 "

SYMMETRICAL

GATE

> SYMMETRICAL

1/4 ONLY

SPACER

SEAL

TYP SEAL SPACER ONLY

SEE NOTE 6

FIELD VULCANIZE SEAL

5/16

1/2

SEE NOTE 4

3/8

TYP

SEAL SEE NOTE 6

FIELD VULCANIZE

SPACER PLATE

SIDE SEAL

SPACER PLATE

BOTTOM SEAL

SPACER PLATE

BOTTOM SEAL

TYP. SEE NOTE 3, 7

HEAD CAP SCREW

1/2" � HEX SOCKET

TYP. SEE NOTE 3, 7

HEAD CAP SCREW

1/2" � HEX SOCKET

TYP. SEE NOTE 3, 7

HEAD CAP SCREW

1/2" � HEX SOCKET

7. SEAL BOLTS TO BE ASTM F593 ALLOY GROUP 2 UNS S31600.

AND THE FURTHEST AWAY FROM THE CORNER AS PRACTICABLE.

TOP AND BOTTOM, SHALL OCCUR MIDWAY BETWEEN SEAL BOLTS

6. VULCANIZING OF THE JOINTS BETWEEN MOLDED CORNERS, BOTH

SKIN PLATE.

5. DRILL AND TAP SEAL SPACER PLATES. DO NOT DRILL INTO THE

4. SEAL WELD ENDS WITH A 5/16" GROOVE WELD GROUND FLUSH.

SEAL BOLTS AFTER INSTALLATION PER SECTION 09 97 02.13 26.

BOLTS PER SECTION 05 59 13.01 23. PAINT OVER THE TOP OF

3. PROVIDE THREADLOCKER AND THREAD SEALANT FOR SEAL

2. SOME FEATURES & COMPONENTS ARE OMITTED FOR CLARITY.

BEFORE PAINTING.

MACHINED PER SECTION 09 97 02.13 26; REMOVE RUBBER SEALS

1. PAINT ALL STRUCTURAL STEEL SURFACES INCLUDING THOSE

UPSTREAM ELEVATION - SEALS AND RETAINERS

A B

SECTION

SCALE: 6" = 1'-0"

SECTION

SCALE: 6" = 1'-0"

SEAL DETAIL

TOP AND SIDE

SCALE: 6" = 1'-0"

S-506

BOTTOM SEAL RETAINER

SCALE: 6" = 1'-0"

AND RETAINER PLATES NOT SHOWN

UPSTREAM ELEVATION - SEALS

SCALE: 6" = 1'-0"

BOTTOM SEAL

SCALE: 6" = 1'-0"

S-506

SEAL RETAINER

TOP AND SIDE

SCALE: 6" = 1'-0"

S-506

DRAWING PLOT SIZE: ANSI D

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [09-2012]

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

SHEET S-505SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:DATE AND TIME PLOTTED: 4/17/2019 10:03:30 AM

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T L E D

T R

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S-506

L S I S

O M

E T

W S

PLATE

1 1/2" SKIN

SIDE SEAL

S-505

H D

C S

E D

A N

D R

E W M

U E

H L E

C K P .E

SEE S-505

BOTTOM SEAL

SEE S-505

RETAINER PL

BOTTOM SEAL

SEAL RETAINER

S-505

PL 2" x 4" x 1/2"

SPACER

SIDE SEAL

SKIN PLATE

SIDE SEAL

PL 2" x 4" x 1/2"

1/4

AXIM

15"

AXI

1/ 2"

T A

P E

SEE S-505

CORNER SEAL

MOLDED BOTTOM

STOP

AND WATER

SIDE SEAL

3/8

TYP

AS PRACTICABLE.

SEAL BOLTS AND THE FURTHEST AWAY FROM THE CORNER

BOTH TOP AND BOTTOM, SHALL OCCUR MIDWAY BETWEEN

5. VULCANIZING OF THE JOINTS BETWEEN MOLDED CORNERS,

4. PROVIDE SIDE SEAL WITH TAPER AS SHOWN IN SECTION D.

CONTACTS THE BOTTOM SEAL AS SHOWN.

3. REMOVE THE AREA OF THE SIDE SEAL RETAINER WHERE IT

2. SOME FEATURES AND COMPONENTS ARE OMITTED FOR CLARITY.

BEFORE PAINTING.

MACHINED PER SECTION 09 97 02.13 26; REMOVE RUBBER SEALS

1. PAINT ALL STRUCTURAL STEEL SURFACES INCLUDING THOSE

1/4

TYP

SEE NOTE 3

RETAINER

SEAL

3/16"

CL GATE SEAL

SKIN PLATE

PLATE

SEAL SPACER

SEE S-505

SPACER PLATE

1 1/8" BOTTOM SEAL

S-505

RUBBER WATERSTOP 1/2" X 1/2" X 2"

TYP 2 PLACES

HOLE SHALL INTERSECT CAVITY UNDER SEAL

SEE NOTE 4

SEE NOTE 5

TO SIDE SEAL TYP

FIELD VULCANIZE

SEE NOTE 5

TO BOTTOM SEAL TYP

FIELD VULCANIZE

RUBBER WATERSTOP 1/2" X 1/2" X 2"

AT BOTTOM

SECTION - SIDE SEAL

SCALE: 6" = 1'-0" D

BOTTOM SEAL ASSEMBLY

SCALE: 6" = 1'-0"

TOP SEAL

SECTION - DRAIN HOLE

SCALE: 6" = 1'-0"

ISO VIEW - TYP. MOLDED BOTTOM CORNER SEALS

NOT TO SCALE

DRAWING PLOT SIZE: ANSI D

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [09-2012]

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

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SHEET S-506SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:DATE AND TIME PLOTTED: 4/17/2019 10:03:33 AM

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L E

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U .S

A R

M Y C

O R

P S O

F E

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A T

T L E

W A

S H

G T

O N

S E

A T

T L E D

T R

B Y D

A M

P O

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R H

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S-507

D O

G G

G B

E A

NOTES:

D E

T A

10"

10 1/4 "

1/4 "

TYP

1"R

4'- 3/4 "

4 1/2 " 2'-1 3/4 " 5 1/4 "1'-1 1/4 "

TYP

BAR 2" x 1/2"

TYP

2" R

7/16 "

TYP

WEB PL 1 1/4"

PL 7/8" x 10"

PL 7/8" x 10" 4"

5/16

TYP

S-201

FACE PL 5/8"

R 1/4"

R 1'-8"

2" x 3" BLOCK

1'-7 9/16 "

3/4 "

1'-6"

11 1/4 "TO C FACE PL

1 1/2"

WEB PL

1 1/2"

SKIN PL

S-201

BAR 1" x 3"

WEB PL 1 1/4"

CRITICAL MEMBER

FRACTURE

5/16

TYP

CJP, UT

TYP

1 1/2"

SKIN PL

MTMT

1/4

3 SIDES

1/4

3 SIDES

H D

C S

E D

A N

D R

E W M

U E

H L E

C K P .E

SEE NOTE 3

1" x 3" THICK UHMW

SEE S-502

GUIDE SHOE

FACE PL 5/8"

END PL 1"

5/16

END PL 1"

1/4

TYP 3 PLCS

STIFFENER PL 3/4"

4 PLCS

TYP

1/2" R

E V

5/8

3/4 "

TOP TRACK PL

1/2

TYP

1 5/8 "

7/8 "

TYP

5/16

CJP TYP

BLOCK

2" x 3"

R 1 1/4 "

CL DOGGING BEAM

1/21/2

1'-4 3/4 "

4. BOLT THROUGH PLATES WITH BRASS HARDWARE.

SUPPORT DOGGING BEAM.

APPROVED EQUIVALENT FASTENED WITH BRASS HARDWARE TO

3. BLACK REPROCESSED UHMW WITH UV INHIBITORS OR

2. SOME FEATURES AND COMPENENTS ARE OMITTED FOR CLARITY.

BEFORE PAINTING.

MACHINED PER SECTION 09 97 02.13 26; REMOVE RUBBER SEALS

1. PAINT ALL STRUCTURAL STEEL SURFACES INCLUDING THOSE

3/8

TYP

PL 1"

DIAPHRAGM

DOGGING

SEE NOTE 3, 4.

1" x 5 7/8" THICK UHMW

TYP

CHAMFER

DETAIL - DOGGING BEAM OPENING

SCALE: 3" = 1'-0"

DETAIL - GATE CORNER

SCALE: 3" = 1'-0"

SECTION - DOGGING BEAM SUPPORT

SCALE: 6" = 1'-0"

DOGGING BEAM DETAIL - FCM

SCALE: 3" = 1'-0"

ISOMETRIC VIEW DOGGING BEAM

NOT TO SCALE

PLAN

SCALE: 3" = 1'-0"

END VIEW

SCALE: 3" = 1'-0"

DRAWING PLOT SIZE: ANSI D

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [09-2012]

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

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SHEET S-507SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:DATE AND TIME PLOTTED: 4/17/2019 10:03:35 AM

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U .S

A R

M Y C

O R

P S O

F E

N G

E E

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S E

A T

T L E

W A

S H

G T

O N

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A T

T L E D

T R

B Y D

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P O

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S-508

D E

T A

SNOTES:

1'-3"

T Y

TYP

3 5/8 "7"

5/16

TYP

3/8 "TYP

H D

C S

E D

A N

D R

E W M

U E

H L E

C K P .E

E V

B A

L L

A S

T B

A S

E A

S S

E M

B L

TYP

CL CL

5/8 " 2 1/4 "

3 1/2 "

3'-1 1/2 "

2'-5 1/2 "

2'-9"

SEE NOTE 3

WEB PL

5/16FEET

TYP ALL

5/16

TYP

1/2 "

5/16

TYP

CJP, TYP SEE NOTE 4

11"

SEE NOTE 5

4 PLACES

1/4" DRAIN HOLE

4 PLACES

1/4" DRAIN HOLE

09 97 02.13 26.

THE TOP OF BALLAST BOLTS AFTER INSTALLATION PER SECTION

AND THREAD SEALANT PER SECTION 05 59 13.01 23. PAINT OVER

ASTM F593 GROUP 2 UNS S31600 BOLTS WITH THREADLOCKER

FOR 3/4" BOLT. DO NOT DRILL INTO THE WEBS. PROVIDE 3/4"

5. DRILL AND TAP TO PROVIDE MINIMUM THREAD ENGAGEMENT

4. GRIND INSIDE FACE FLUSH.

3. SEE S-502 FOR TYPICAL BALLAST PLACEMENT LOCATIONS.

2. SOME FEATURES & COMPONENTS ARE OMITTED FOR CLARITY.

BEFORE PAINTING.

MACHINED PER SECTION 09 97 02.13 26; REMOVE RUBBER SEALS

1. PAINT ALL STRUCTURAL STEEL SURFACES INCLUDING THOSE

SIDE VIEW

SCALE: 6" = 1'-0"

ISOMETRIC

NOT TO SCALE

BALLAST BASE ASSEBMLY - ISOMETRIC

NOT TO SCALE

BALLAST BASE ASSEBMLY - PLAN

SCALE: 3" = 1'-0" (66 REQ)

BALLAST BASE ASSEBMLY - ELEVATION

SCALE: 3" = 1'-0"

BALLAST BASE FEET - PLAN

SCALE: 6" = 1'-0"

BALLAST BASE FEET - ELEVATION

SCALE: 6" = 1'-0" (44 REQ)

DRAWING PLOT SIZE: ANSI D

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [09-2012]

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

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SHEET S-508SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:DATE AND TIME PLOTTED: 4/17/2019 10:03:38 AM

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G T

O N

S E

A T

T L E D

T R

B Y D

A M

P O

W E

R H

O U

S E

E M

E R

G E

N C

Y S

L U

E G

A T

S -5

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H D

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G T

E M

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G E

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S-509

D E

T A

SNOTES:

0"R

H D

C S

E D

A N

D R

E W M

U E

H L E

C K P .E

E V

2'-6"

1'-6"2 5/8 " 6" 3/8 "

TYPTYPTYP

1'-2 1/4 " 3/8 "

1 1/2 "

TYP

T Y

P T

Y P

1'-3"

3/8 "

1'-2 1/4 "

R 1/2"

B A

L L

A S

T A

S S

E M

B L

SEE NOTE 2

ASSEMBLY

BALLAST UPPER

SEE NOTE 3

ASSEMBLY

BALLAST BASE

SEE NOTE 4

5/16

TYP

SEE S-508 FOR BOLT DETAILS.

4. 1" DIAMETER SLOTTED OVERSIZED HOLES TO RECIEVE 3/4" BOLT.

ASSEMBLY.

05 59 13.01 26 FOR ALL COMPONENTS OF BALLAST BASE

3. PROVIDE A709 GRADE 50 STEEL CONFORMING WITH SECTION

ASSEMBLY.

2. PROVIDE A36 STEEL FOR ALL COMPONENTS OF BALLAST UPPER

PER SECTION 09 97 02.13 26.

1. PAINT STEEL SURFACES OF THE COMPLETE BALLAST ASSEMBLY

BALLAST UPPER ASSEMBLY - PLAN

SCALE: 3" = 1'-0"

BALLAST UPPER ASSEMBLY - ELEVATION

SCALE: 3" = 1'-0"

BALLAST UPPER ASSEMBLY - END VIEW

SCALE: 3" = 1'-0"

COMPLETE BALLAST ASSEMBLY - ISOMETRIC

NOT TO SCALE

DRAWING PLOT SIZE: ANSI D

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [09-2012]

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

SHEET S-510SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:DATE AND TIME PLOTTED: 4/17/2019 10:03:39 AM

E V

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U .S

A R

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O R

P S O

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P O

R T

L A

N D

O R

E G

O N

H Y

D R

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L E

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N C

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T E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

S E

A T

T L E

W A

S H

G T

O N

S E

A T

T L E D

T R

B Y D

A M

P O

W E

R H

O U

S E

E M

E R

G E

N C

Y S

L U

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M -2

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X d g n .d g n

H D

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G E

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A T

M-201

NOTES:

H D

C E

K W

C A

T H

O D

R O

T E

C T

N L

A Y

O U

E V

SEE M-501

SIDE ROLLER

FLAT WASHER (STEEL)

SPLIT LOCK WASHER (STEEL)

NUT (STEEL)

FLAT WASHER (STEEL)

DRILL 7/16" HOLE

FULLY THREADED BOLT

3/8" - 16 UNC X 3" LONG

SEE NOTE 3

SEE NOTE 4

R L

A U

B A

C H

T Y

KEEP SAME ELEVATION FOR EACH SET

2 MOUNTS PER ANODE

ROUND ANODES

ELEVATION

SAME BOTTOM

3 ANODE ASSYS

SAME ELEVATION

3 ANODE ASSYS

SAME ELEVATION

2 ANODE ASSYS

MOUNT SEE NOTE 7

DOWNSTREAM ANODE

ANODE

CONDENSER

10. FOR GENERAL TOLERANCES, SEE S-001 NOTE 5.

MASTIC COATING.

TERMINAL, ANODE CORE AND SPLIT BOLT CONNECTOR WITH

BOLT HEADS, WASHERS TO THE ANODE MOUNTS, RING

COMPONENTS WITH COATING. COAT THE ENTIRE TOP PLATE,

ROD ANODE CORE AND GATE, COAT ALL EXPOSED METALLIC

9. AFTER SUCESSFUL CONTINUITY TEST IS COMPLETED BETWEEN

MAGNESIUM ROD ANODE.

CORE WIRE EXTENDS AT MINIMUM 2" OUT THE END OF EACH

8. WHEN ORDERING ROD ANODES, SPECIFY THAT THE CENTER

OTHER ANODES.

VARY IN ELEVATION, KEEP ANODES AT SAME ELEVATION AS

DOWNSTREAM FLANGE PLS. DOWNSTREAM ANODE MOUNTS MAY

7. DOWNSTREAM ANODE MOUNTS ARE TO BE WELDED TO

ROUND CONDENSER ANODE ASSEMBLIES REQUIRED.

REQUIRED. (20) L3"X2"X1/4" MOUNTING BRACKETS REQUIRED. (6)

WELD PER AWS D1.6. 100% PT INSPECTION PER AWS D1.6.

TOP AND BASE PLATE OF MOUNTS TO BE 304 STAINLESS STEEL.

5. PROVIDE WELD MOUNTED VIBRATION-DAMPING ANODE MOUNTS.

WASHERS, NUTS, AND EXPOSED BOLT SECTIONS.

GATE AND CONDENSER ANODE, APPLY MASTIC COATING ONTO

4. AFTER SUCESSFULL CONTINUITY TEST IS COMPLETED BETWEEN

MASTIC COATING ONTO PAINT BY 1/4".

BOLT HEAD AND STEEL WHERE PAINT WAS REMOVED. OVERLAP

BETWEEN THE GATE AND ANODE, APPLY MASTIC COATING OVER

ANODE. AFTER SUCESSFUL CONTINUITY TEST IS COMPLETED

REMOVE 1/4" LARGER THAN BOLT HEAD DIAMETER. INSTALL

3. REMOVE PAINT AROUND THE ANODE ATTACHMENT BOLT HOLES.

2. SOME FEATURES AND COMPONENTS ARE OMITTED FOR CLARITY.

ANODE. WRAP COATING UP THE SIDE OF THE ANODE 1/4".

1. PLASTISOL COAT THE BOTTOM FACE OF THE CONDENSER

END ELEVATION

SCALE: 1" = 1'-0"

SECTION

SCALE: 6" = 1'-0"

S-502

ANODE MOUNT

16 REQ

SCALE: 12" = 1'-0"

DETAIL

SCALE: 3" = 1'-0"

DETAIL - ROUND CONDENSER ANODE PLACEMENT

SCALE: 3" = 1'-0"

ROUND CONDENSER ANODE

SCALE: 6" = 1'-0"

ROUND CONDENSER ANODE ATTACHING POINTS

SCALE: 12" = 1'-0"

TYP ANODE CONNECTION

SCALE: 12" = 1'-0"

DRAWING PLOT SIZE: ANSI D

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [09-2012]

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

SHEET M-201SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:DATE AND TIME PLOTTED: 4/17/2019 10:03:43 AM

1 1/2 "

" 3 /4

3/4 "

NOTE 1

TOP ROLLER

LIFTING LUG

2 PER ANODE TYP

ANODE MOUNT ASSY

3x2x1/4 TYP

1/4

TYP

2 PER ANODE TYP

ANODE MOUNT ASSY

1/4

TYP

2 PER ANODE TYP, SEE NOTE 7

DOWNSTREAM ANODE MOUNT ASSY

5/16 "

TYP

1 11/16 "

ANODE MOUNT

SEE NOTE 5

SS 304 PL

ANODE

2" MIN

STRUCTURE

ANODE MOUNT

SEE NOTE 9

1/4

TYP

RING

TERMINAL

CONNECTION

WIRE

CORE WIRE

SEE NOTES 8 & 9

SPLIT BOLT

CONNECTOR

SEE NOTE 9

E V

E N R

E S P

P -1 .2

-3 -2 /2

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

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

S E

A T

T L E

W A

S H

G T

O N

S E

A T

T L E D

T R

B Y D

A M

P O

W E

R H

O U

S E

E M

E R

G E

N C

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M -5

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X d g n .d g n

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E R

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Y S

L U

E G

A T

M-501

S-201

TO SEALS10'-4 3/8 "

ROLLER OUTLINE

SEE SHEET S-503

U/S ROLLER TRACK

ROLLER OUTLINE

(C O

N T

R O

L D

E N

WELD ACCESS HOLE

R2" TYP

NOTES:

SEALCL

(C O

N T

R O

L D

E N

SEE S-509

BALLAST PL

4'-0 3/8 " 4'-1 3/4 " 4'-0 3/8 "

D E

T A

H D

C E

K W

(CONTROL DIMENSION)

13'-6 1/2 "

5 9/16 "

1.5" S.S. ROLLER PIN

ROLLER SUPPORT

5 9/16 "

5 1/2 "

TYP

1/8" x 45° CHAMFER

TYP

1/8" x 45° CHAMFER

7 1/2 "

(CONTROL DIMENSION)

E N

D G

E W

H E

E L

SCALE: 6" = 1'-0"

MATERIAL: ASTM A276, UNS S30400, CONDITION A

TYPE 632, RETAINING RING

ASTM A693, UNS S15700,

SCALE: 6" = 1'-0"

MATERIAL: ASTM A276, UNS S21800 (NITRONIC 60) CONDITION A

SCALE: 6" = 1'-0"

MATERIAL: ASTM A564, UNS 17400, CONDITION H1150 CLASS C

.753"

.747"

0.125"

0.120"

4.128"

4.122"

2.375"±.003"

SEE NOTE 4

SEE NOTE 3 & 4

SCALE: 6" = 1'-0"

RETAINING CLIP

GROOVE FOR

PIN, .01 - .05 THICKNESS

MATERIAL SURROUNDING

SELF LUBRICATING

CL CL

R L

A U

B A

C H

SEE NOTE 5

CJP, TYP

SEE NOTE 5

CJP, TYP

6. FOR GENERAL TOLERANCES, SEE S-001 NOTE 5.

5. WELD PER AWS D1.6. 100% PT INSPECTION PER AWS D1.6.

ROLLER.

INNER DIAMETERS OF THE SIDE ROLLER SUPPORT AND SIDE

SELF LUBRICATING MATERIAL ON SIDE ROLLER PIN AND THE

4. CREATE RC 08 LOOSE RUNNING FIT, PER ASME B4.1, BETWEEN

PER SECTION 05 29 13.01 26.

3. APPLY SELF LUBRICATING MATERIAL TO THE SIDE ROLLER PIN;

2. SOME FEATURES AND COMPONENTS ARE OMITTED FOR CLARITY.

BEFORE PAINTING. DO NOT PAINT STAINLESS STEEL SURFACES.

MACHINED PER SECTION 09 97 02.13 26; REMOVE RUBBER SEALS

1. PAINT ALL STRUCTURAL STEEL SURFACES INCLUDING THOSE

+.001-.001

E V

DETAIL - END GIRDER

SCALE: 3" = 1'-0"

SECTION

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

SECTION

SCALE: 6" = 1'-0"

SIDE ROLLER

SIDE ROLLER SUPPORT

SIDE ROLLER ASSEMBLY

ROLLER PIN

END VIEW

SIDE ROLLER PIN

DRAWING PLOT SIZE: ANSI D

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [09-2012]

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

SHEET M-501SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:DATE AND TIME PLOTTED: 4/17/2019 10:03:47 AM

E V

E N R

E S P

P -1 .2

-3 -2 /3

E V

W 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

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

S E

A T

T L E

W A

S H

G T

O N

S E

A T

T L E D

T R

B Y D

A M

P O

W E

R H

O U

S E

E M

E R

G E

N C

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L U

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A T

M -5

X X

X d g n .d g n

H D

C M

G T

E M

E R

G E

N C

Y S

L U

E G

A T

M-502

NOTES: R

L L E

R C

H A

E T

S A

N D C

H A

S S

E M

B L

6.500

8.563

.120

RETAINING RING

GROOVE FOR

8 3/4 "

1 3/4 " 1 3/4 "5.250

REMOVE ALL BURRS

9.500

H D

C E

K W

SCALE: 6" = 1'-0"

MATERIAL: ASTM A564, UNS S17400, CONDITION H1150

SCALE: 12" = 1'-0"

MATERIAL: ASTM A276, UNS S21800, (NITRONIC 60) CONDITION A

SCALE: 6" = 1'-0"

MATERIAL: ASTM A276, UNS S30400, CONDITION A

TYPE 632 RETAINING RING TYP

ASTM A693, UNS S15700,

RETAINING RING, TYP 2 PLCS

UNS S15700 TYPE 632

GROOVE FOR ASTM A693

.500

+.000" -.003"

+.005" -.000"

+.003" -.000"

+.003" -.003"

+.006" -.006"

+.003" -.000"

R L

A U

B A

C H

3. FOR GENERAL TOLERANCES, SEE S-001 NOTE 5.

2. DO NOT PAINT STAINLESS STEEL SURFACES.

FINISH MACHINED AFTER HEAT TREATING.

1. THE ROLLING SURFACES OF THE ROLLERS SHALL BE

TYPICAL ROLLER ASSEMBLY DETAIL

LINK DETAIL

PIN DETAIL

ROLLER DETAIL

ISOMETRIC VIEW

NOT TO SCALE

DRAWING PLOT SIZE: ANSI D

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [09-2012]

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

SHEET S-508SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:DATE AND TIME PLOTTED: 4/17/2019 10:03:49 AM

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File details come from the government source that posted it.