Drawings_-_W911WN19B8000_-_Hannibal_Conductor_Rail_System_Replacement.pdf

PDF 17 MB Posted Feb 5, 2019

Attached to: Hannibal Conductor Rail System Replacement Federal contract opportunity
Solicitation number: W911WN19B8000
Issued by: Department of the Army Corps of Engineers Engineering District Pittsburgh

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Bid_Results_-_W911WN19B8000.doc	DOC document	Mar 7, 2019
W911WN19B8000-0001_Hannibal_Conductor_Rail_System_Replacement.pdf	PDF	Mar 5, 2019
Site_Visit_Sign_In_Sheet.pdf	PDF	Feb 14, 2019
Site_Visit_Instructions.pdf	PDF	Feb 13, 2019
Site_Visit_Sign_In_Sheet.pdf	PDF	Feb 13, 2019
Specifications_-_W911WN19B8000_Hannibal_Conductor_Rail_System_Replacement.pdf	PDF	Feb 5, 2019
Solicitation_-_W911WN19B8000_-_Hannibal_Conductor_Rail_Replacement.pdf	PDF	Feb 5, 2019

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L E

G A

D O

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K I

G-0030

/s J

O H

N E

E S P .E

C O

V E

R S

H E

E T

N G

U Y

E N

Pittsburgh District

/s/ STEPHEN R. STOLTZ, P.E.

/s/ JOHN E. NITES, P.E.

OHIO RIVER BASIN

HANNIBAL LOCKS AND DAM

CONDUCTOR RAIL REPLACEMENT

LOCKS & DAM

HANNIBAL

CERTIFIED FINAL DOCUMENTS

DECEMBER 2018

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

of Engineers

US Army Corps

AND APPROVAL OF ALL DRAWINGS LISTED ON THE INDEX SHEET.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

SUBMITTED BY:

SECTION CHIEF

APPROVAL RECOMMENDED BY:

BRANCH CHIEF

APPROVED BY:

CONSTRUCTION DIVISION

CHIEF, ENGINEERING AND

DATE

THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

DESIGNATIONS OF U.S. ARMY CORPS OF ENGINEERS INDIVIDUALS

THIS SHEET. THE INITIALS OR SIGNATURES AND REGISTRATION

U.S. ARMY CORPS OF ENGINEERS AND THE A/E FIRMS IDENTIFIED ON

THIS PROJECT WAS DESIGNED BY THE PITTSBURGH DISTRICT OF THE

W911WN19B8000

E C

19 DEC 2018

/s/ JEFFREY E. FRITZ, P.E.

20 DEC 2018

2 3 4 5 6 7 8 9 10

SHEET ID

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®of Engineers

US Army Corps

-D

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T S

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CERTIFIED FINAL DOCUMENTS

L E

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G-0031

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CONTRACT DRAWINGS

SHEET ID DRAWING TITLE

GENERAL

G-0030 COVER SHEET

G-0031 CONTRACT AND REFERENCE DRAWING INDEXES AND ABBREVIATIONS

G-0032 CONTRACTOR WORK LIMITS PLAN

G-0033 EXISTING SERVICE BRIDGE AND SECTIONS

STRUCTURAL

SD1010 CONDUCTOR RAIL MAINTENANCE PLATFORM - DEMOLITION - PLANS AND ELEVATIONS

S-3011 CONDUCTOR RAIL MAINTENANCE PLATFORM - PLANS AND SECTIONS

S-5012 CONDUCTOR RAIL MAINTENANCE PLATFORM - CONNECTION DETAILS

S-5013 CONDUCTOR RAIL MAINTENANCE PLATFORM - SECTIONS AND DETAILS

S-1014 DAM SERVICE BRIDGE CONDUCTOR RAIL SUPPORTS - PLAN AND ELEVATION

S-3015 CONDUCTOR RAIL MOUNTING SUPPORTS - SECTIONS AND DETAILS

ELECTRICAL

E-1055 SERVICE BRIDGE PLAN AND SECTIONS

E-1056 CONDUCTOR RAILS ON SERVICE BRIDGE PLAN AND SECTIONS

E-5057 CONDUCTOR RAIL ASSEMBLY DETAILS

E-5058 NEW MAINTENANCE PLATFORM PLAN AND SECTIONS

E-6059 CONDUCTOR RAIL LAYOUT, POWER LINE DIAGRAM AND SECTION

REFERENCE DRAWINGS INDEX

SHEET ID DRAWING TITLE

O-LHA-4/2 DAM GENERAL PLAN

O-LHA-20/81 LOCK BRIDGE PIERS LAND WALL PIER

O-LHA-20/82 LOCK BRIDGE PIERS MIDDLE WALL PIER

O-LHA-20/83.1 LOCK BRIDGE PIERS LAND WALL PIER

O-LHA-29/1.1 LOCKS ELECTRICAL SYSTEM ONE LINE WIRING DIAGRAM

O-LHA-29/11.2 LOCKS ELECTRICAL SYSTEM CONTROL CENTER WIRING DIAGRAM

O-LHA-38/1.1 ESPLANADE PLAN AND SECTIONS

O-LHA-53/1.1 LOCKS SERVICE BRIDGE GENERAL ARRANGEMENT

O-LHA-53/2.1 LOCKS SERVICE BRIDGE ELEVATIONS AND SECTIONS

O-LHA-53/3.1 LOCKS SERVICE BRIDGE REINFORCING

O-LHA-53/4.1 LOCKS SERVICE BRIDGE GENERAL PLAN

O-LHA-53/5.1 LOCKS SERVICE BRIDGE HAND RAIL, CRANE RAIL AND DETAILS

O-LHA-53/6.1 LOCKS SERVICE BRIDGE BEARINGS

O-LHA-53/7 DAM SERVICE BRIDGE GENERAL ARRANGEMENT

O-LHA-53/8.1 DAM SERVICE BRIDGE ELEVATIONS AND SECTIONS

O-LHA-53/9 DAM SERVICE BRIDGE REINFORCING

O-LHA-53/10 DAM SERVICE BRIDGE GENERAL PLAN

O-LHA-53/11.1 DAM SERVICE BRIDGE HAND RAIL, CRANE RAIL AND DETAILS

O-LHA-53/12 DAM SERVICE BRIDGE BEARINGS

O-LHA-56/1 DAM ELECTRICAL SYSTEM ONE LINE WIRING DIAGRAM

O-LHA-56/5.2 DAM ELECTRICAL SYSTEM GENERAL PLAN AND DETAILS-POWER

E C

ABBREVIATIONS:

A, AMP AMPERE

AF AMP, FRAME RATING

APPROX APPROXIMATELY

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AT AMP, TRIP RATING

AWG AMERICAN WIRE GAUGE

AWS AMERICAN WELDING SOCIETY

B/ BOTTOM OF

C CONDUIT, CONDUCTOR

CLR CLEAR

CONC CONCRETE

DIA DIAMETER

DWG DRAWING

EL ELEVATION

EMBED EMBEDDED

EXIST EXISTING

FLG FLANGE

FT FOOT, FEET

GFP GOVERNMENT FURNISHED PROPERTY

GRC GALVANIZED RIGID CONDUIT

GRD, G GROUND

H.P. HIGH POINT

HORIZ HORIZONTAL

HSS HOLLOW STRUCTURAL SHAPE

JB JUNCTION BOX

LLV LONG LEG VERTICAL

MAINT. MAINTENANCE

MCC MOTOR CONTROL CENTER

MCM THOUSAND CIRCULAR MILS

MIN MINIMUM

N NORTH

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NGVD NATIONAL GEODETIC VERTICAL DATUM

NO. NUMBER

NTS NOT TO SCALE

OPP OPPOSITE

PH PHASE

PL PLATE

PVC POLYVINYL CHLORIDE

STD STANDARD

T THICK

T/ TOP OF

TYP TYPICAL

V VOLT

VERT VERTICAL

W.P. WORK POINT

2 3 4 5 6 7 8 9 10

SHEET ID

D E

N E

D B

D R

A W

N B

C H

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K E

D B

S U

B M

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D B

U E D

A T

S O

A T

N N

C O

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R A

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M A

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N D

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U .S

A R

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®of Engineers

US Army Corps

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K S A

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L A

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WORK LIMITS

CONTRACTOR

WORK LIMITS

CONTRACTOR WORK LIMITS

CONTRACTOR

LIMITS

PROPERTY

ROAD

ACCESS

LOCK

AREA

ACCESS

PUBLIC

LIMITS

PROPERTY

AREA

ACCESS

PUBLIC

BUILDING

SERVICE

ENTRANCE

MAIN PLANT

HYDROPOWERBRIDGE

SERVICE

DAM

ACCESS TOWERS

SERVICE BRIDGE

AREA

PROPERTY (GFP) STORAGE

GOVERNMENT FURNISHED

L E

G A

D O

M S

G-0032

N G

U Y

F L

O W

E R

O H

FIS

HER

RUN

E R W

A L L

E S

P L

A N

A D

D L E W

A L L

L O

W E

R G

U A

R D W

A L L

NEW MARTINSVILLE HIGHWAY BRIDGE

400'0 200'

SCALE: 1"=200'

CONTRACTOR WORK LIMITS

1"=200'

C O

N T

R A

C T

O R W

O R

K L

U P

P E

R G

U A

R D W

A L L

LEGEND:

PROPERTY LIMITS

CONTRACTOR WORK LIMITS

L A

N D C

H A

M B

E R

E R C

H A

M B

E R

DAM

O U

T E

P A

R K

L A

N D W

A L L

S T

O R

A G

E A

R E

P A

R K

A P

P R

O X

A P

P R

O X

E C

MAY DIFFER AND HAVE TO COMPLY WITH THE CONTRACT REQUIREMENT.

TO ILLUSTRATE THE BASIS OF THE DESIGN. THE ACTUAL MATERIALS

8. MANUFACTURER'S BRAND NAME AND MODEL NUMBER ARE PROVIDED

01 73 19.00 08 AND 41 22 23.19.

ACCESSORIES AND MAINTENANCE PLATFORM, SEE SPECS, SECTIONS

CONSISTING OF NEW CONDUCTOR RAIL SYSTEM WITH ALL ASSOCIATED

7. FOR INFORMATION OF THE GOVERNMENT FURNISHED PROPERTY (GFP)

FOR THE PROJECT.

OFFICER TO VERIFY THE GOVERNMENT FURNISHED PROPERTY (GFP)

6. THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING

EQUIPMENT OR MATERIALS ALONG THE LOCK ACCESS ROAD.

THE CONTRACTOR SHALL NOT PARK ANY VEHICLES OR STORE ANY 5.

AREA.

PROVIDED ONLY FOR CONTRACTOR ACCESS TO THE PROJECT WORK

AREA, RUN ALONG EITHER EDGE OF THE LOCK ACCESS ROAD AND ARE

THE LOCK ACCESS ROAD (OHIO ROUTE 7) TO THE PROJECT WORK

THE CONTRACTOR WORK LIMITS, AS SHOWN FROM THE ENTRANCE TO4.

EL 602.0 (NGVD29).

NORMAL UPPER POOL IS EL 623.0 (NGVD29). NORMAL LOWER POOL IS 3.

USED AREA.

CONSTRUCTION MATERIALS DO NOT ENCROACH ON ANY REGULARLY

CONTRACTOR SHALL ENSURE THAT STORED EQUIPMENT AND2.

AVAILABLE TO LOCK PERSONNEL AND VISITORS.

A MINIMUM NUMBER OF PARKING STALLS WHICH ARE TO BE MADE

CONTRACTOR IS TO COORDINATE WITH LOCK MASTER ON PROVIDING1.

GENERAL NOTES:

R O

B E

R T J

B U

R S

T Y

N O

Z P .E

2 3 4 5 6 7 8 9 10

SHEET ID

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

S U

B M

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D B

U E D

A T

S O

A T

N N

C O

N T

R A

C T N

M A

R K

D E

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N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

-D

E C -2

T S

B U

R G

H D

T R

A N

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T Y A

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B U

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H P

W N

P L

O T D

A T

O H

E R B

A S

H A

N N

A L L

O C

K S A

N D D

A M

C O

N D

U C

T O

R R

E P

L A

C E

M E

MACHINERY

BULKHEAD HOIST

36'-0"110'-0"38'-0"110'-1"36'-0"

6'-0"

6'-0"122'-0"122'-0"122'-0"122'-0"122'-0"122'-0"122'-0"122'-0"

SERVICE BRIDGE

TO BE REMOVED

ON UPSTREAM WALL

RAIL SYSTEM MOUNTED

(2 UPPER AND 1 LOWER)

EXISTING 3-CONDUCTOR

MACHINERY HOUSING

DAM GATE

TAINTER GATE

HOUSING

MACHINERY

BULKHEAD HOIST

HOUSING

POWER PANEL IN MACHINERY

FROM CONDUCTOR RAILS TO

EXISTING (3)-1/C #3/0 IN 3-1/2"C

HANDRAIL

SERVICE BRIDGE

CABIN DECK

OPERATOR'S

OPERATOR'S CABIN

ACCESS LADDER TO

TO BE REMOVED

OPERATOR'S CABIN

PLATFORM BELOW

EXISTING MAINTENANCE

TO BE RELOCATED

GROUND CONDUCTOR

EXISTING 250 MCM

JBP10 TO REMAIN

EXISTING JUNCTION BOX

HOUSING

TO MACHINERY

ACCESS LADDER

(LOCK SIDE)

RAIL ENDS

EXISTING CONDUCTOR

(ABUTMENT SIDE)

RAIL ENDS

EXISTING CONDUCTOR

CONDUCTOR RAILS

EXISTING

TO BE REMOVED

AND COLLECTOR SHOES

EXISTING CONDUCTOR RAILS

OPERATOR'S CABIN

BOX JB-1

EXISTING JUNCTION

L E

G A

D O

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G-0033

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G E A

N D S

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2 3 4 5 6 7 8 9 10

SHEET ID

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N E

D B

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N B

C H

E C

K E

D B

S U

B M

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D B

U E D

A T

S O

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US Army Corps

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K S A

N D D

A M

C O

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T O

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L A

C E

M E

O W

DOWNSTREAM ELEVATION

NTS

PLAN

CHAMBER

LAND

CHAMBER

RIVER

BULKHEAD

MACHINERY

HOIST

BULKHEAD

CHAMBER

RIVER

CHAMBER

LAND

WALL

RIVER

WALL

MIDDLE

WALL

LAND

PIER

SERVICE BRIDGE

FLOW

- NTS

SECTION B

- NTS

SECTION

FLOW

NTS

(EXISTING CONDITION)

GATE BAY 1 GATE BAY 2 GATE BAY 3 GATE BAY 4 GATE BAY 5 GATE BAY 6 GATE BAY 7 GATE BAY 8

EL 625 (TYP)

CLOSED POSITION

TOP OF GATE IN

EL 623.0

EL 602.0

POOL

LOWER

NORMAL

POOL

UPPER

NORMAL

BUT IT IS USUALLY LOCATED ALONG THE DAM.

FOR CLARITY. BULKHEAD HOIST SHOWN OVER RIVER CHAMBER

BULKHEAD UNITS IN STORAGE POSITION ON THE DAM NOT SHOWN5.

E-5057 AND E-5058.

FOR NEW CONDUCTOR RAIL SYSTEM MOUNTING DETAILS, SEE DWG'S4.

HOIST MACHINERY STRUCTURE BELOW HOIST OPERATOR'S CABIN.

THE EXISTING MAINTENANCE PLATFORM MOUNTED ON THE BULKHEAD

CONDUCTOR RAIL MAINTENANCE PLATFORM (GFP) FOR REPLACING

THE CONTRACTOR SHALL INSTALL A NEW GOVERNMENT FURNISHED 3.

FOR CONDUCTOR RAIL SUPPORTS, SEE DWG'S S-1014 AND S-3015.

DAM GIRDER. FOR CONDUCTOR RAIL SYSTEM LAYOUT, SEE DWG E-6059.

TYPE B-LINE FOR MOUNTING NEW CONDUCTOR RAIL SYSTEM ON THE

HOLLOW STRUCTURAL SECTION, HSS6X3X1/4 AND CHANNEL STRUT

AND INSTALL NEW VERTICAL STEEL SUPPORTS, W6X15, HORIZONTAL

RAIL SYSTEM ON THE DAM GIRDER, THE CONTRACTOR SHALL PROVIDE

CONDUCTIX WAMPFLER HEVI-BAR II. FOR MOUNTING NEW CONDUCTOR

WITH UV-STABLE PVC COVER MANUFACTURED BY THE COMPANY

AND GROUND. THE NEW RAIL SYSTEM SHALL BE 500A, 480V, 3-PH,

AND COMPLETE ASSOCIATED WIRING FOR THREE PHASE POWER

WITH ISOLATORS, ANCHORS, END COVERS, MOUNTING BRACKETS,

COLLECTOR SHOES, EXPANSION SECTIONS, POWER FEEDS, HANGERS

CONDUCTOR RAIL (GFP) SYSTEM INCLUDING 4 CONDUCTOR RAILS,

THE CONTRACTOR SHALL INSTALL A NEW GOVERNMENT FURNISHED2.

MACHINERY HOUSING.

TO EXISTING 200A POWER PANEL INSIDE BULKHEAD HOIST

REMOVED INCLUDING WIRING FROM COLLECTOR SHOES UP

MOUNTED ON THE BULKHEAD HOIST STRUCTURE SHALL BE

COLLECTOR SHOES AND ASSOCIATED MOUNTING BRACKETS

ALL CONDUCTOR RAIL MOUNTING BRACKETS. EXISTING

AND ASSOCIATED WIRING INCLUDING #6 GROUND WIRE AND

APPROXIMATELY CONSISTING OF 3 CONDUCTOR RAILS

UPSTREAM DAM SERVICE BRIDGE GIRDER, 1200 FT

BULKHEAD HOIST ALONG THE DOWNSTREAM FACE OF

REMOVE THE EXISTING POWER SYSTEM FOR EMERGENCY1.

GENERAL NOTES:

EXIST GIRDER

EXIST L2x2

B/CAB TO BE REMOVED

ALL STEEL BELOW

EXIST L1x1

TOE PLATE

x10" 2

1EXIST

EXIST L2x2

EXIST L1x1

TOE PLATE

x10" 2

1EXIST

LLV

EXIST L5x3, VERT CHANNEL

EXIST GIRDERS

EXIST GIRDER

CUT LINE

LINE

RELOCATED TO CUT

EXIST C4x7.2 TO BE

C4x7.2. SEE DETAIL 4, S-5012

BEARING ON RELOCATED

TO ALLOW FOR FULL

GRATING TO BE REMOVED

TOE PLATE TO TOE PLATE

8'-7"

2'-3"2

9"4

1'-7"4

3'-10

1'-6

CAB FACE TO CAB FACE

8'-11"

1'-6

4'-8"4

3'-10

8 "16

7'-6 "16

EL. 695.32±

B/CAB

CLARITY.

HANDRAIL NOT SHOWN FOR

NOTE:

T/GRATING

C A

B F

A C

C A

B F

A C

T/GRATING

C8x11.5

O F C

O N

C W

A L L

D O

W N

S T

R E

A M F

N C W

A L L

U P

S T

R E

A M F

A C

FACE OF CAB

L x x

C x .2

C4x7.2

C x .2

SPAN

C x .2

FLOW

C x .2

FACE OF CAB

DEMO

LEGEND:

0 2' 4'1'

SCALE: 1/2"=1'

2'0 1' 4'

SCALE: 3/4"=1'

0 1' 2'6"

SCALE: 1"=1'

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

ELEVATIONA

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

ELEVATION

EXISTING CAB PLATFORM - PLAN

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

EL. 695.86±

EXISTING GRATING DEMO - PLAN

SCALE: 1"=1'-0"

H E

R O

Q U

SD1010

N D

U C

T O

R R

T E

N A

N C

E P

L A

T F

O R

D E

M O

P L

A N

S A

N D E

L E

V A

N S

M O

R O

N E

C O

N C W

A L L

U P

S T

R E

A M F

A C

O N

C W

A L L

D O

W N

S T

R E

A M F

EL. 698.5±

T/BRIDGE H.P.

AND SAVE FOR REUSE.

REMOVE PIPE HAND RAIL ON EXISTING CAB PLATFORM 2.

BRACE.

HANGERS, VERTICAL CHANNEL, AND 4

1INCLUDING L2x2x

REMOVE EXISTING COLLECTOR RAIL PLATFORM 1.

GENERAL NOTES:

G R

E G

O R

Y N

M E

Y E

R P .E

E C

2 3 4 5 6 7 8 9 10

SHEET ID

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

S U

B M

T E

D B

U E D

A T

S O

A T

N N

C O

N T

R A

C T N

M A

R K

D E

S C

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

-D

E C -2

T S

B U

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H D

T R

A N

S I

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T Y A

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N U

T S

B U

R G

H P

W N

P L

O T D

A T

O H

E R B

A S

H A

N N

A L L

O C

K S A

N D D

A M

C O

N D

U C

T O

R R

E P

L A

C E

M E

HSS3x3, TYP

1'-6

CAB FACE TO CAB FACE

8'-11" "4

1'-6

WT4x7.5

2'-3"4

2'-4"4

3'-10

HOIST GIRDER

EXIST BULKHEAD

TO REMAIN

EXIST LADDER

8 "16

PLATE

"x6" TOE 4

3'-11

GRATING

EXISTING

2'-5

2'-1

9'-6"

6'-9

9'-6"

6'-9"4

2'-8

CENTER TO CENTER

7'-6

(GFP)

PROPERTY

FURNISHED

GOVERNMENT

(GFP)

PROPERTY

FURNISHED

GOVERNMENT

(GFP)

PROPERTY

FURNISHED

GOVERNMENT

GFP

GRATING,

NEW

H E

R O

Q U

S-3011

FLOW

1HSS3x3x

C8x11.5

FACE OF CAB

EXIST GIRDER

C O

N C W

A L L

U P

S T

R E

A M F

A C

E O

L x x

E X

O F C

O N

C W

A L L

D O

W N

S T

R E

A M F

SHOWN FOR CLARITY.

GRATING SPANS NOT

NOTE:

EL. 695.32±

B/CAB

H S

S x x

H S

S x x

F A

C E

C A

C E

1HSS3x3x

SHOWN FOR CLARITY.

EXIST HANDRAIL NOT

NOTE:

MODIFIED CAB PLATFORM - PLAN

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

EL. 695.86±

- "=1'-0"2

1SCALE: 1

SECTION

FACE OF CAB

SPAN

SPANSPANSPAN

SPAN

MODIFIED GRATING - PLAN

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

EL. 695.86±

S-5012 2

S-5012

K S-5013

S-5012

- "=1'-0"2

1SCALE: 1

SECTION

B/CAB

H S

S x x

H S

S x x

H S

S x x

S-5012

B/CAB

H S

S x x

H S

S x x

T/GRATING

1HSS2x2x

H S

S x x

- "=1'-0"2

1SCALE: 1

SECTION

N D

U C

T O

R R

T E

N A

N C

E P

L A

T F

O R

P L

A N

S A

N D S

E C

N S

S-5012

S-3015

A S-3015

M O

R O

N E

ACCORDANCE WITH AWS D1.1.

PERFORM ALL WELDING IN 5.

CONFORM TO ASTM A572.

WIDE FLANGE MEMBERS SHALL 4.

TO ASTM A36.

AND ANGLES SHALL CONFORM

STRUCTURAL STEEL PLATE 3.

GRADE B.

CONFORM TO ASTM A500

HSS MEMBERS SHALL 2.

SPECIFICATIONS.

SECTION 05 51 36 OF THE

AND PAINTING REFER TO

FOR MISCELLANEOUS STEEL 1.

STEEL NOTES:

EL. 698.5±

T/BRIDGE H.P.

0 2' 4'1'

SCALE: 1/2"=1'

2'0 1' 4'

SCALE: 3/4"=1'

1' 2'0 6"

SCALE: 1-1/2"=1'

TO BE 100% VISUAL INSPECTION AND 10% NDT.

FILLET WELDS, UT - PENETRATION WELDS). ALL SHOP WELDS

7. ALL FIELD WELDS TO BE 100% NDT TESTED. (MAG PARTICAL -

TO WALL SHOWN ON PLAN.

OF THE CRANE CAB MAINTAINING HORIZONTAL CLEARANCE

CONNECTING THE PLATFORM TO THE HANGERS AND BOTTOM

6. INSTALL MAINTENANCE PLATFORM INTO POSITION BY

".8

1VERTICAL PLUMBNESS OF HANGERS TO BE +/-

HORIZONTAL CLEARANCE TO WALL SHOWN ON PLAN.

HANGERS MAINTAINING 4

1INSTALL FOUR (4) CORNER HSS 3x3x5.

REWORKED TO TIE INTO NEW HSS3x3 HANGERS.

CAB PLATFORM AND SAVE FOR REUSE. HANDRAIL TO BE

REMOVE PIPE HANDRAIL AND SUPPORTS FROM OPERATOR 4.

HANGERS.4

1L2x2x

REMOVE EXISTING COLLECTOR RAIL PLATFORM INCLUDING 3.

PLATFORM, CONDUCTOR BAR SYSTEM, AND ALL SUPPORTS.

THE SITE PRIOR TO INSTALLATION OF THE MAINTENANCE

SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS ON

APPROXIMATE DIMENSIONS ARE SHOWN. THE CONTRACTOR 2.

SECTION 05 51 36.

UNASSEMBLED COMPONENTS REFER TO SPECIFICATION

MAINTENANCE PLATFORM COMPONENTS AND THE

CONTRACTOR. FOR A DETAILED LIST OF THE ASSEMBLED

FURNISHED BY THE GOVERNMENT AND INSTALLED BY THE

ASSOCIATED, UNASSEMBLED COMPONENTS ARE TO BE

AN ASSEMBLED MAINTENANCE PLATFORM AND ITS 1.

GENERAL NOTES:

G R

E G

O R

Y N

M E

Y E

R P .E

E C

C x .2

R E

L O

C A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

S U

B M

T E

D B

U E D

A T

S O

A T

N N

C O

N T

R A

C T N

M A

R K

D E

S C

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

-D

E C -2

T S

B U

R G

H D

T R

A N

S I

E R

T Y A

V E

N U

T S

B U

R G

H P

W N

P L

O T D

A T

O H

E R B

A S

H A

N N

A L L

O C

K S A

N D D

A M

C O

N D

U C

T O

R R

E P

L A

C E

M E

W.P

EXIST C8

C4x7.2

RELOCATED

T/EXIST GRATING

T/EXIST EL. 709.17 ±

WEB PL

" 4

1EXIST

" FLG 4

1EXIST

PLATE

EXIST TOE

EXIST C4

F A

C E O

F C

A B T

O F

A C

E O

M A

T A

C L

R F

FACE OF CAB TO FACE OF

MAINTAIN 1" CLR FROM

" TYP4

FLG 4"

CUT EXIST

7" "2

GRATING

T/EXIST

7/8" DIA HOLES

HSS3X3

W.P

2" 7"

, GFP4

1HSS3x3x

, GFP4

1L2x2x

GFP

", 2 1P 9 1/2"x11x

", GFP2

1P 9"x11x

, GFP4

1L2x2x

GFP

, 4 1HSS3x3x

GFP

T/NEW GRATING,

x4"x0'-4", GFP4

1CAP PL

, GFP4

1HSS3x3x x4"x0'-4"4

1CAP PL

SHEET

DETAIL 9, THIS

SPLICE, SEE

H E

R O

Q U

S-5012

N D

U C

T O

R R

T E

N A

N C

E P

L A

T F

O R

E X

T C x .5

1HSS3x3x

C CAB SUPPORT

1NEW HSS 3x3x

EL. 708.42±

)16 3 (4

FLOOR PL

B/CAB

N E

W H

S S x x

HSS SPLICE

HAND

OPP

S-3011

S-3011 "=1'-0"2

1SCALE: 1

DETAIL

S-3011 "=1'-0"2

1SCALE: 1

DETAIL

S-3011 "=1'-0"2

1SCALE: 1

DETAIL

S-3011 "=1'-0"2

1SCALE: 1

DETAIL

S-3011 SCALE: 3"=1'-0"

DETAIL

S-3011 "=1'-0"2

1SCALE: 1

DETAIL6

S-3011 SCALE: 3"=1'-0"

DETAIL

6"0 3" 1'

SCALE: 3"=1'

1' 2'0 6"

SCALE: 1-1/2"=1'

0 2' 4'1'

SCALE: 1/2"=1'

S-3011 SCALE: 3"=1'-0"

DETAIL

)16 3 (4

F S-5013

G S-5013

J S-5013

H S-5013

M O

R O

N E

C8x11.5, GFP

C HSS3x3, GFP

G R

E G

O R

Y N

M E

Y E

R P .E

E C

C O

N N

E C

N D

E T

2 3 4 5 6 7 8 9 10

SHEET ID

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

S U

B M

T E

D B

U E D

A T

S O

A T

N N

C O

N T

R A

C T N

M A

R K

D E

S C

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

-D

E C -2

T S

B U

R G

H D

T R

A N

S I

E R

T Y A

V E

N U

T S

B U

R G

H P

W N

P L

O T D

A T

O H

E R B

A S

H A

N N

A L L

O C

K S A

N D D

A M

C O

N D

U C

T O

R R

E P

L A

C E

M E

WEB PL

" 4

1EXIST

EXIST C8

" CONN PL8

TYP

CLIP CORNER,

EXIST C8x11.5

C8x11.5

BOLTS

FOR 3/4" DIA A325

13/16" DIA HOLES

SLOPE AS 1/4" WEB PL

BE CUT AT THE SAME

BOTTOM OF SLOT SHALL

" BAR4

1x2

1" DIA RUNG, TYP

TYP

WT4,

RELOCATED C4

LONG, TYP

WT4x7.5, 2'-3"

EXIST L4x4

1x0'-14

1L2x2x

" PL4

12x2x

" GRATING 2

" BAR 4

1x2

BOLT

" DIA A325 2

EA END

1/4" CAP PL @

1 "4

" SLOT8

2'-2

1'-6

5 4"

T Y

REMOVABLE GRATING

2'-24"

" TYP4

1HSS3x3x

H E

R O

Q U

S-5013

N D

U C

T O

R R

T E

N A

N C

E P

L A

T F

O R

6"0 3" 1'

SCALE: 3"=1'

1' 2'0 6"

SCALE: 1-1/2"=1'

1HSS3x3x

CORNERS

WRAP @

H S

S x x

)16 3 (4

T/GRATING

B/CAB

H S

S x x

TYP

H S

S x x4

1HSS2x2x

)16 3 (4

- SCALE: 3"=1'-0"

SECTION

- SCALE: 3"=1'-0"

DETAIL

S-5012 SCALE: 1 1/2"=1'-0"

SECTION G

S-5012 SCALE: 1 1/2"=1'-0"

SECTION

S-5012 SCALE: 1 1/2"=1'-0"

SECTION

S-5012 SCALE: 1 1/2"=1'-0"

SECTION

S-3011 SCALE: 1 1/2"=1'-0"

SECTION

TYPICAL HAND RAIL WELD

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

TYPICAL HSS WELD

NOTE: WRAP FILLET AT CORNERS

SCALE: 3"=1'-0"

HORIZ TO VERT HSS (ROTATE 90)

VERT TO HORIZ HSS (SHOWN)

M O

R O

N E

NOTED OTHERWISE.

GOVERNMENT FURNISHED PROPERTY (GFP), UNLESS

ALL MATERIALS SHOWN ON THIS DRAWING ARE 1.

GENERAL NOTES:

S E

C T

N S A

N D D

E T

G R

E G

O R

Y N

M E

Y E

R P .E

E C

2 3 4 5 6 7 8 9 10

SHEET ID

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

S U

B M

T E

D B

U E D

A T

S O

A T

N N

C O

N T

R A

C T N

M A

R K

D E

S C

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

-D

E C -2

T S

B U

R G

H D

T R

A N

S I

E R

T Y A

V E

N U

T S

B U

R G

H P

W N

P L

O T D

A T

O H

E R B

A S

H A

N N

A L L

O C

K S A

N D D

A M

C O

N D

U C

T O

R R

E P

L A

C E

M E

CONC SLAB

EXISTING POURED

10'-0" TYP10'-0" TYP

2'-6" 5'-0" 2'-6" 2'-6" 5'-0" 2'-6" 2'-6"

10'-0" TYP10'-0" TYP

BRIDGE BOX GIRDER

EXISTING UPSTREAM SERVICE

CONC SLAB

EXISTING POURED

CHANNEL STRUT, TYP

STAINLESS STEEL

CHANNEL STRUT, TYP

STAINLESS STEEL

H E

R O

Q U

S-1014

S-3015

PLAN

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

HSS6X3X1/4

HSS6X3X1/4 HSS6X3X1/4

D A

M S

E R

E B

G E

C O

N D

U C

T O

R R

U P

P O

R T S

P L

A N A

N D E

L E

V A

S-3015

0 2' 4'1'

SCALE: 1/2"=1'

EL 698.5±

T/CONC HP

EL 691±

B/CONC

ELEVATION

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

F L

O W

M O

R O

N E

NOTED AS GFP.

GOVERNMENT FURNISHED PROPERTY (GFP) UNLESS

CONTRACTOR. THESE ITEMS ARE NOT

ARE TO BE PROVIDED AND INSTALLED BY THE

ALL ITEMS FOR THE CONDUCTOR RAIL SUPPORTS 5.

LOCALIZED AREAS.

NECESSARY TO AVOID INTERFERENCES IN

CONTRACTOR SHALL REDUCE SPACING AS

MAXIMUM SPACING FOR W6x15 IS SHOWN. THE 4.

RAIL SUPPORTS.

PLAN PRIOR TO INSTALLATION OF THE CONDUCTOR

51 36, THE CONTRACTOR SHALL SUBMIT A DRILL

IN ACCORDANCE WITH SPECIFICATION SECTION 05 3.

BRIDGE GIRDERS.

DOWNSTREAM FACES OF UPSTREAM SERVICE

CONDUCTOR RAIL SUPPORTS TO BE INSTALLED ON 2.

CONDUCTOR RAIL SYSTEM.

CONDUCTOR RAIL SUPPORTS, AND THE

INSTALLATION OF THE MAINTENANCE PLATFORM,

VERIFYING ALL DIMENSIONS ON THE SITE PRIOR TO

CONTRACTOR SHALL BE RESPONSIBLE FOR

APPROXIMATE DIMENSIONS ARE SHOWN. THE 1.

GENERAL NOTES:

HSS6X3X1/4

G R

E G

O R

Y N

M E

Y E

R P .E

E C

HSS6X3X1/4 (LSV) HSS6X3X1/4 (LSV) HSS6X3X1/4 (LSV)

LSV = LONG SIDE VERTICAL

ABBREVIATION:

REFER TO SHEET S-3001 FOR STEEL NOTES.1.

STEEL NOTES:

2 3 4 5 6 7 8 9 10

SHEET ID

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

S U

B M

T E

D B

U E D

A T

S O

A T

N N

C O

N T

R A

C T N

M A

R K

D E

S C

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

-D

E C -2

T S

B U

R G

H D

T R

A N

S I

E R

T Y A

V E

N U

T S

B U

R G

H P

W N

P L

O T D

A T

O H

E R B

A S

H A

N N

A L L

O C

K S A

N D D

A M

C O

N D

U C

T O

R R

E P

L A

C E

M E

" EMBED2

GIRDER

SERVICE BRIDGE BOX

EXISTING UPSTREAM

SLAB

POURED CONC

EXISTING

HSS6X3X1/4

W6X15

HSS6X3X1/4

BRIDGE

T/SERVICE

SLAB

CONCRETE

B/POURED

WIRE

MCM GROUND

RELOCATED 250

2'-1

1/2" PL

"16

PLATE FOR JUNCTION BOX

BAR AND STAINLESS STEEL BACK

PLATE FOR COLLECTOR SHOE TOW

TO SUPPORT 12"x6"x1/2" (T) STEEL

2 STEEL CROSS BARS 2"X2" SQUARE

NEW JUNCTION BOX

NEW 2 1/2" CONDUIT TO

L2X3X1/4X0'-6"

SUPPORT PL

1/2"X6X1'-4 1/2 " TOW BAR

SEE NOTE 4

" EMBED8

NOTE 2

ANCHORS, SEE

(4)5/8" DIA

NOTE 2

(2)3/8" DIA ANCHORS, SEE

(2)1/2" DIA BOLTS

SEE SHEET E-5057

CONDUCTOR RAIL DETAILS

FOR WEB BRACKET AND

SEE NOTE 1

FOR 1/2" DIA BOLTS,

(4)9/16" DIA STD HOLES

ANCHORS

HOLES FOR 5/8" DIA

(4)9/16" DIA STD

3/8" DIA ANCHORS

LONG SLOTTED HOLES

(2)1/2" DIA VERTICAL

HSS3X3, GFP

HSS2X2X1/4, GFP

TOW BAR, GFP

1" SQ COLLECTOR

STEEL PLATE

END PLATE MOUNTED ON

COLLECTOR TOW BAR

H E

R O

Q U

S-3015

BOX GIRDER

B/SERVICE BRIDGE

S-1014 "=1'-0"2

1SCALE: 1

DETAIL

S-1014 "=1'-0"2

1SCALE: 1

DETAIL - FRONT ELEVATION

- "=1'-0"2

1SCALE: 1

DETAIL

1' 2'0 6"

SCALE: 1-1/2"=1'

2'0 1' 4'

SCALE: 3/4"=1'

TOW BAR NOT SHOWN FOR CLARITY

NOTE:

- "=1'-0"2

1SCALE: 1

SECTION

H S

L O

C A

C C

O L L E

C T

- "=1'-0"2

1SCALE: 1

DETAIL

- "=1'-0"2

1SCALE: 1

SECTION

(OPERATOR'S CAB ABOVE)

S-3011

S-3011 SCALE: 3/4"=1'-0"

SECTION

CONDUCTOR RAIL NOT SHOWN FOR CLARITY

NOTE:

CONDUCTOR RAIL NOT SHOWN FOR CLARITY

NOTE:

T/BRIDGE H.P. EL. 698.5±

M O

R O

N E

05 51 36.

ANCHORS AND BOLTS SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 5.

AND REINSTALLED AS SHOWN.

THE STEP FROM THE CRANE CAB TO THE UPSTREAM GIRDER SHALL BE REMOVED 4.

TENSIONED.

UNLESS SPECIFIED OTHERWISE, BOLTED CONNECTIONS SHALL BE FULLY 3.

AND EMBEDMENT SHALL BE AS SHOWN.

INSTALLED WITH HILTI HIT-RE 100 ADHESIVE ANCHORING SYSTEM OR EQUAL. SIZE

POST INSTALLED ADHESIVE ANCHORS SHALL BE HILTI HAS-E-B7 OR EQUAL 2.

A SNUG TIGHT CONDITION.

05 51 36, THE BOLTS FOR THE SHORT-SLOT CONNECTION SHALL BE TIGHTENED TO

MEMBERS AND EACH END OF HSS6X3X1/4 MEMBERS. PER SPECIFICATION SECTION

SHALL BE FABRICATED ON THE DOWNSTREAM, RIGHT BANK FLANGES OF W6X15

DOWNSTREAM, LEFT BANK FLANGES OF W6X15 MEMBERS. (2) 1/2" DIA STD HOLES

(2) 1/2" DIA HORIZ SHORT SLOTTED HOLES SHALL BE FABRICATED ON THE 1.

NOTES:

C O

N D

U C

T O

R R

O U

N T

G S

U P

P O

R T S

S E

C T

N S A

N D D

E T

G R

E G

O R

Y N

M E

Y E

R P .E

E C

2 3 4 5 6 7 8 9 10

SHEET ID

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

S U

B M

T E

D B

U E D

A T

S O

A T

N N

C O

N T

R A

C T N

M A

R K

D E

S C

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

-D

E C -2

T S

B U

R G

H D

T R

A N

S I

E R

T Y A

V E

N U

T S

B U

R G

H P

W N

P L

O T D

A T

O H

E R B

A S

H A

N N

A L L

O C

K S A

N D D

A M

C O

N D

U C

T O

R R

E P

L A

C E

M E

G A B C

MACHINERY HOUSING

ACCESS LADDER TO

CABIN

OPERATOR'S

UPSTREAM WALL

RAILS (GFP) ON

NEW CONDUCTOR

SERVICE BRIDGE

HOUSING

MACHINERY

BULKHEAD HOIST

TO OPERATOR'S CABIN

EXISTING ACCESS LADDER

CABIN DECK

HOIST OPERATOR'S

CABIN

OPERATOR'S

BRIDGE

T/ SERVICE

(ABUTMENT SIDE)

CONDUCTOR RAIL ENDS

(LOCK SIDE)

CONDUCTOR RAIL ENDS

MACHINERY

BULKHEAD HOIST

36'-0"110'-0"38'-0"110'-1"36'-0"

6'-0"

6'-0"122'-0"122'-0"122'-0"122'-0"122'-0"122'-0"122'-0"122'-0"

W6X15 AND HSS3X6X1/4

NEW VERTICAL SUPPORT

RAIL POWER FEEDS

NEW CONDUCTOR

PLATFORM (GFP)

NEW MAINTENANCE

PLATFORM (GFP)

NEW MAINTENANCE

IN MACHINERY HOUSING

2 1/2"C UP TO POWER PANEL

COLLECTOR SHOES

CONDUCTOR BAR

NEMA 4X, SS.

16"X14"X6"

JUNCTION BOX

IN MACHINERY HOUSING

2 1/2"C TO POWER PANEL

L E

G A

D O

M S

O H

N E

E S P .E

N G

U Y

R V

E B

G E P

L A

N A

N D S

E C

N S

E-1055

E C

2 3 4 5 6 7 8 9 10

SHEET ID

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

S U

B M

T E

D B

U E D

A T

S O

A T

N N

C O

N T

R A

C T N

M A

R K

D E

S C

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

-D

E C -2

T S

B U

R G

H D

T R

A N

S I

E R

T Y A

V E

N U

T S

B U

R G

H P

W N

P L

O T D

A T

O H

E R B

A S

H A

N N

A L L

O C

K S A

N D D

A M

C O

N D

U C

T O

R R

E P

L A

C E

M E

O W

FLOW

DOWNSTREAM ELEVATION

NTS

CHAMBER

LAND

CHAMBER

RIVER

BULKHEAD

MACHINERY

HOIST

BULKHEAD

CHAMBER

RIVER

CHAMBER

LAND

WALL

RIVER

WALL

MIDDLE

WALL

LAND

PIER

SERVICE BRIDGE

- NTS

SECTIONB

- NTS

SECTIONA

- NTS

SECTION

PLAN

NTS

(NEW WORK)

GATE BAY 1 GATE BAY 2 GATE BAY 3 GATE BAY 4 GATE BAY 5 GATE BAY 6 GATE BAY 7 GATE BAY 8 EL 625 (TYP)

CLOSED POSITION

TOP OF GATE IN

STORAGE AREA

MATERIALS

EXISTING "GFP"

GENERAL NOTES:

BUT IT IS USUALLY LOCATED ALONG THE DAM.

FOR CLARITY. BULKHEAD HOIST SHOWN OVER THE RIVER CHAMBER

BULKHEAD UNITS IN STORAGE POSITION ON DAM NOT SHOWN

BY THE CONTRACTING OFFICER.

5. THE ACTUAL LOCATION OF CONDUIT SHALL BE FIELD DETERMINED

APPENDIX FIGURE 2 FOR INFORMATION.

SEE SPECS SECTION 02 41 00, PARA. 3.1 AND SECTION 01 78 02.00 15

TEMPORARY WORK PLATFORM THAT IS NOT USED IN THIS AREA.

4. CONTRACTOR SHALL REMOVE AND DISPOSE OF A GOVERNMENT

PLATFORM, SEE DRAWING S-3011.

FOR THE GOVERNMENT FURNISHED (GFP) NEW MAINTENANCE3.

SEE DRAWING S-1014 & S-3015 FOR DETAILS.

B-LINE #B22H178SS4 AS SHOWN ON THE CONTRACT DRAWINGS.

STEEL STRUT CHANNELS, THE BASIS OF THE DESIGN IS TYPE

HOLLOW STRUCTURAL SECTION, HSS3X6X1/4 AND STAINLESS

DAM, SUCH AS VERTICAL STEEL SUPPORTS, W6X15, HORIZONTAL

SYSTEM FOR MOUNTING NEW CONDUCTOR RAIL SYSTEM ON THE

THE CONTRACTOR SHALL PROVIDE AND INSTALL NEW SUPPORT2.

CONDUCTOR RAIL ASSEMBLY, SEE E-5057.

CONDUCTIX-WAMPFLER HEVI-BAR II. FOR INFORMATION OF

PVC COVERS AND MANUFACTURED BY THE COMPANY

THE DAM. ALL CONDUCTOR RAILS ARE HAVING UV-STABLE

THREE PHASE POWER TO BULKHEAD HOIST MACHINERY ON

SECTIONS, END COVERS AND ASSOCIATED WIRING FOR

MOUNTING WEB BRACKETS, POWER-FEEDS, EXPANSION

SHOES, TOW BAR HANGERS, INSULATORS, ANCHORS,

GROUNDING WITH ALL ACCESSORIES SUCH AS COLLECTOR

OF THREE RAILS FOR THREE PHASES AND ONE FOR

CONDUCTOR BARS, 500A, 480V, 3PH, 4W THAT CONSISTED

FURNISHED (GFP) CONDUCTOR RAIL SYSTEM WITH FOUR

THE CONTRACTOR SHALL INSTALL A NEW GOVERNMENT1.

KEYNOTES:

JUNCTION BOX

EXISTING LOWER LEVEL

TO 200A BREAKER IN PIER 1

(3) 1/C #3/0 AWG CONDUCTORS

EXISTING 2-1/2" CONDUIT WITH

JBP10, 18"X18"X6'

EXISTING JUNCTION BOX

SUPPORT W6X15

NEW VERTICAL

JUNCTION BOX

STAINLESS STEEL

16"X14"X6" NEMA 4X

INSIDE JUNCTION BOX

TO DISTRIBUTION BLOCK

FROM COLLECTOR SHOES

PIGTAIL CABLES (8) #4 AWG

250MCM GROUND WIRE

RELOCATED EXISTING

TO REMAIN

BOX JBP10

JUNCTION

EXISTING

(LOCK SIDE)

HEVI-BAR II ENDS

NEW CONDUCTOR

WALL PIER

ELEVATOR IN MIDDLE

ASSEMBLIES

POWER FEED

(TYP FOR 4)

CONDUCTOR BARS

POWER FEED ON

TO BE REMOVED

EXISTING JUNCTION BOX

REMOVED

PLATFORM TO BE

EXISTING MAINTENANCE

NEW CONDUCTOR RAIL

BE RELOCATED AND RECONNECTED TO

EXISTING 250MCM GROUND WIRE SHALL

IMPEDE OPERATORS SIGHT

AND DOWN WINDOW SEAM SO AS NOT TO

BOX OVER THE TOP OF OPERATORS CABIN

GRC FOR CONNECTING NEW JUNCTION

AND REPLACE WITH NEW 2-1/2" CONDUIT,

AND BEHIND OPERATORS CABIN DECK

REMOVE EXISTING 3-1/2" CONDUIT BELOW

AND #6 GROUND WIRE (TYP)

RAILS, MOUNTING BRACKETS

REMOVE EXISTING CONDUCTOR

JBP10 TO REMAIN

EXISTING JUNCTION BOX

2'-1 1/4 "

(ABUTMENT SIDE)

HEVI-BAR II ENDS

NEW CONDUCTOR

(TYP FOR 9 PIERS)

MACHINERY HOUSING

1'-6" APPROX1200'-0" APPROX NEW HEVI-BAR II CONDUCTORS

JBP10 TO REMAIN

EXISTING JUNCTION BOX

FEEDER INSIDE JUNCTION BOX

BY SPLICING WITH EXISTING

NEW CONDUCTOR POWER FEEDS

EXISTING JUNCTION BOX TO

PROVIDE NEW (3) 1/C #3/0 FROM

FEED

TO NEW GROUND BAR POWER

250MCM GROUND CONDUCTOR

BONDING FROM EXISTING

PROVIDE #2 GRD COPPER WIRE

SECURED ON CHANNEL

250MCM GROUND WIRE

RELOCATED EXISTING

W6X15

VERTICAL SUPPORT

GROUND WIRE

RELOCATED 250MCM

(GFP)

BRACKET ASSEMBLY

CONDUCTOR BAR WEB

(GFP)

MOUNTING TOW BAR

COLLECTOR SHOE

(GFP)

PLATFORM HANGER

NEW MAINTENANCE

SEE S-1014 & S-3015 FOR LOCATIONS

BRACKET AS THE BASIS OF DESIGN.

ON HSS3X6X1/4 FOR MOUNTING WEB

#B22H178SS4, 24 INCHES LONG ATTACHED

STAINLESS STEEL CHANNEL STRUT B-LINE

24 INCHES LONG

CHANNEL STRUT

STAINLESS STEEL

NEW CONDUCTOR BARS

STRUT FOR MOUNTING

SUPPORTING CHANNEL

NEW HSS3X6X1/4

L E

G A

D O

M S

O H

N E

E S P .E

N G

U Y

N D

U C

T O

R R

S O

N S

E R

E B

G E

P L

A N A

N D S

E C

N S

E-1056

E C

2 3 4 5 6 7 8 9 10

SHEET ID

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

S U

B M

T E

D B

U E D

A T

S O

A T

N N

C O

N T

R A

C T N

M A

R K

D E

S C

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

-D

E C -2

T S

B U

R G

H D

T R

A N

S I

E R

T Y A

V E

N U

T S

B U

R G

H P

W N

P L

O T D

A T

O H

E R B

A S

H A

N N

A L L

O C

K S A

N D D

A M

C O

N D

U C

T O

R R

E P

L A

C E

M E

G A B C

GGG

T/ UPSTREAM SERVICE BRIDGET/ SERVICE BRIDGE

T/ SERVICE BRIDGE

(DOWNSTREAM SIDE)

SERVICE BRIDGE

(UPSTREAM SIDE)

SERVICE BRIDGE

MIDDLE WALL

CHAMBER

RIVER

CHAMBER

LAND

PIER NO. 1 PIER NO. 9

F L

O W

1 2

- NTS

SECTION (DEMOLITION) A

- NTS

SECTION (NEW WORK) B

- NTS

SECTION (NEW WORK)

NEW CONDUCTOR RAILS ON SERVICE BRIDGE - PLAN

NTS

PIERS 2 THRU 8 NOT SHOWN

RIVER WALL

200FT APPROX.

THE CHANNEL STRUTS WITH APPROVED GROUND CONNECTORS.

EXISTING 250MCM GROUND WIRE SHALL BE ATTACHED ON9.

OF OBJECTS RELATED TO HIS CONTRUCTION AS REQUIRED.

CONTRACTOR SHALL FIELD VERIFY DIMENSIONS AND LOCATIONS8.

EASILY ACCESSIBLE FOR MAINTENANCE PERSONNEL.

TANDEM COLLECTOR SHOES AND JUNCTION BOX MUST BE7.

BE FIELD DETERMINED.

BULKHEAD HOIST STRUCTURE, THE ACTUAL LOCATION SHALL

CONDUIT. THE SUPPORTING BRACKET SHALL BE MOUNTED ON

PROVIDE ADEQUATE BRACKET FOR SUPPORTING NEW 2-1/2"6.

FOR CONDUCTOR RAIL ASSEMBLY DETAILS, SEE DWG E-5057.5.

FOR NEW MAINTENANCE PLATFORM (GFP), SEE DWG S-3011.4.

RAIN TIGHT FITTING WHERE CONDUIT IS CONNECTED TO BOX.

ON JUNCTION BOX WHERE CABLES ARE PENETRATING, AND

PROVIDE WATERTIGHT FITTINGS WITH CGB CONNECTORS3.

FOR NEW CONDUCTOR RAIL LAYOUT, SEE DWG E-6059.2.

PVC COVER FOR OUTDOOR USE.

BAR SYSTEM, 500A CONDUCTIX HEVI-BAR II WITH UV-STABLE

FURNISHED PROPERTY (GFP) INCLUDING 4-CONDUCTOR

BULKHEAD HOIST ON THE DAM WITH GOVERNMENT

REPLACE THE EXISTING CONDUCTOR RAIL SYSTEM FOR1.

KEYNOTES:

HEVI-BAR II #38925

CONDUCTOR RAIL

RAIL

500A CONDUCTOR

CONTACT SURFACE

STAINLESS STEEL

(BLACK)

PHASE AND GROUND OUTDOOR

CONDUCTOR RAIL

ON CONDUCTOR RAIL

CABLE LUG BOLTED

COVER

INSULATING

(TYPICAL FOR 3)

FROM JUNCTION BOX

1/C #3/0 AWG CABLE

1'-6"

TOW BAR

1 SQUARE INCH

(TYPICAL FOR BOTH SHOES)

COLLECTOR PIGTAIL CABLE #4 AWG

2'-1 1/4"

4"3"3"3"5"

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

HEVI-BAR II #38925

(4) CONDUCTOR BARS

HEVI-BAR II #29574

WITH INSULATOR HANGERS,

FOUR STAINLESS STEEL CROSS-BOLT

STEEL (TYP FOR 2)

EXISTING CROSS BAR

TOW BAR IN PLACE

12"X6"X1/2"(T)

STEEL PLATE

TOW BAR MOUNTING

HANGER (TYP)

PLATFORM VERTICAL

EXISTING MAINTENANCE

SPRING NUTS (TYP)

(2)-1/2" S.S. BOLTS AND

HEVI-BAR II #30516

125A COLLECTOR SHOES

NEW W6X15

NEW HSS6X3X1/4

HEVI-BAR II #51786D

HANGER, CROSS-BOLT AND INSULATOR

ASSEMBLY (GFE) W/ S.S WEB BRACKET

W/ HANGER CLAMP (TYP)

1/2"-13 HANGER BOLT INCLUDED

HEVI-BAR #35337

WEB BRACKET (ONLY)

3/8"X2" STAINLESS STEEL

(TYP)

24"(L), BOLTED ON HSS6X3X1/4

NEW STAINLESS STEEL STRUT

HEVI-BAR #37676

CONDUCTOR RAIL SPLICE

AND WASHERS, SIZE TO SUIT

STAINLESS STEEL 316 BOLT/NUTS

4 1/2"

4"1 1/2"

RAIL

500A CONDUCTOR

INSULATOR

CLAMP & CROSS-BOLTS

1'-7 27/32"

CONDUCTOR RAIL CONDUCTOR RAIL

(4) 1/2" S.S 316 BOLT/NUTS AND WASHERS (TYP) C

L E

G A

D O

M S

O H

N E

E S P .E

N G

U Y

N D

U C

T O

R R

S S

E M

B L

Y D

E T

E-5057

E C

2 3 4 5 6 7 8 9 10

SHEET ID

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

S U

B M

T E

D B

U E D

A T

S O

A T

N N

C O

N T

R A

C T N

M A

R K

D E

S C

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

-D

E C -2

T S

B U

R G

H D

T R

A N

S I

E R

T Y A

V E

N U

T S

B U

R G

H P

W N

P L

O T D

A T

O H

E R B

A S

H A

N N

A L L

O C

K S A

N D D

A M

C O

N D

U C

T O

R R

E P

L A

C E

M E

END COVER (GFP)

NTS

(HEVI-BAR #27588)

CONDUCTOR RAIL (GFP)

NTS

(HEVI-BAR II #38925)

POWER FEED ASSEMBLY (GFP)

NTS

(HEVI-BAR II #37674)

COLLECTOR MOUNTING TOW BAR (GFP)

NTS

(HEVI-BAR II #39617B)

(END PLATE)

(TOW BAR)

250A DOUBLE TANDEM COLLECTOR ASSEMBLY (GFP)

NTS

(HEVI-BAR II #30389)

CONDUCTOR RAIL ASSEMBLY SECTION

NTS

(CLEARANCE BETWEEN WALL AND MAINT. PLATFORM HANGER)

SURFACE

CONTACT

GRD

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

(END VIEW)

CONDUCTOR RAIL SPLICE (GFP)

NTS

(HEVI-BAR #37676)

FOR MOUNTING SUPPORT DETAILS, SEE DWG S-3015.3.

FOR CONDUCTOR RAIL LAYOUT, SEE DWG E-6059.2.

01 73 19.00 08 FOR ADDITIONAL INFORMATIONS.

PROPERTY. SEE SPECIFICATION, SECTION

(GFP) DENOTES THE GOVERNMENT FURNISHED1.

NOTES:

C O

N C

R E

T E W

A L L S

U R

F A

C E

INSULATED HANGER CLAMP (GFP)

NTS

(HEVI-BAR II #29574)

(INSULATED STAINLESS STEEL CROSS-BOLTS)

EXPANSION SECTION (GFP)

NTS

(HEVI-BAR II #38946)

20'-0"

WEB BRACKET (GFP)

(HEVI-BAR II #35337)

TO C8X11.5

CONDUIT ATTACHED

SHOE (TYP)

TANDEM COLLECTOR

250MCM GROUND WIRE

RELOCATED EXISTING

COLLECTOR TOW BAR

TO CROSS BARS FOR MOUNTING

12"X6"X1/2" STEEL PLATE WELDED

EQUAL

#A1614CHNFSS6 OR APPROVED

STAINLESS STEEL, HOFFMAN

16"X14"X6" JUNCTION BOX, NEMA 4X

3'-3 1/4 "4'-10 1/2 "

2'-4 1/4 "

STRUCTURE

CONDUIT, GRC ON HOIST

BRACKETS TO SUPPORT 2-1/2"

PROVIDE ADEQUATE SUPPORT

MACHINERY ROOM

POWER PANEL INSIDE HOIST

BOX 16"X14"X6" TO EXISTING

2-1/2"C, GRC FROM JUNCTION

(3) #3/0, #2 GRD (INSULATED) IN

JUNCTION BOX, SIZED TO SUIT

TO CROSS BARS FOR MOUNTING

STEEL BACK PLATE, 1/4" (T) WELDED

COLLECTOR TOW BAR

TO CROSS BARS FOR MOUNTING

12"X6"X1/2" STEEL PLATE WELDED

TOW BAR AND JUNCTION BOX

SQUARE FOR MOUNTING COLLECTOR

TWO SUPPORT CROSS BARS HSS 2"X2"

BOX, SIZED TO SUIT

FOR MOUNTING JUNCTION

WELDED TO CROSS BARS

STEEL BACK PLATE, 1/4" (T)

2'-0"

250MCM GROUND WIRE

RELOCATED EXISTING

WEB BRACKET

2"X2" SQUARE CROSS BARS

MOUNTING JUNCTION BOX ON TWO

PLATE, 1/4"(T) SIZED TO SUIT FOR

MOUNTING TOW BAR AND STEEL BACK

PROVIDE 12"X6"X1/2" STEEL PLATE FOR

ON TOW BAR

COLLECTOR SHOES MOUNTED

MOUNTED ON HSS3X6

UNISTRUT B22H178SS4

2'-1 1/4 "

"NEW JUNCTION BOX

NEW 2-1/2" CONDUIT TO

W6X15

HSS3X6X1/4

CONDUCTOR RAILS

UP TO HOIST MACHINERY ROOM

(3) 1/C #3/0 IN 2-1/2" CONDUIT, GRC

PLATFORM (GFP)

NEW MAINTENANCE

PLATFORM (GFP)

NEW MAINTENANCE

(GFP)

HEVI-BAR II, 500A

(4) CONDUCTOR RAILS

#B22H178SS4, ATTACHED ON HSS3X6 (TYP)

MOUNTED ON CHANNEL STRUT B-LINE

CONDUCTOR RAIL WEB BRACKET (GFP)

PLATFORM (GFP)

NEW MAINTENANCE

L E

G A

D O

M S

O H

N E

E S P .E

N G

U Y

W M

T E

N A

N C

E P

L A

T F

O R

P L

A N A

N D S

E C

N S

E-5058

E C

2 3 4 5 6 7 8 9 10

SHEET ID

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

S U

B M

T E

D B

U E D

A T

S O

A T

N N

C O

N T

R A

C T N

M A

R K

D E

S C

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

-D

E C -2

T S

B U

R G

H D

T R

A N

S I

E R

T Y A

V E

N U

T S

B U

R G

H P

W N

P L

O T D

A T

O H

E R B

A S

H A

N N

A L L

O C

K S A

N D D

A M

C O

N D

U C

T O

R R

E P

L A

C E

M E

M A

T Y

GRATING FLOOR

PLATFORM

CABIN

OPERATOR'S

LOCATION

COLLECTOR

- NTS

SECTION

CABIN

OPERATOR'S

T/ SERVICE BRIDGE

TOW BAR CENTER LINE

WEB BRACKET BOTTOM LINE

- NTS

SECTION

G A B C

DUE TO MULTIPLE BENDS.

CONDUIT AT APPROPRIATE LOCATIONS (NOT SHOWN) AS REQUIRED

6. PROVIDE AND INSTALL TWO CONDUIT BODIES 2 1/2"C ON THIS

SEE DWG S-3011.

FOR NEW MAINTENANCE PLATFORM (GFP) STRUCTURE,5.

FROM 200A POWER PANELBOARD IN MACHINERY ROOM.

TERMINALS FROM COLLECTOR SHOES AND FOUR TERMINALS

INSTALL INSIDE JUNCTION BOX FOR CONNECTING EIGHT CABLE

PROVIDE POWER DISTRIBUTION BLOCKS, PROPERLY SIZED AND4.

PLATFORM TO GROUND SYSTEM UTILIZING #6 COPPER WIRE.

PROVIDE GROUND BONDING FOR STEEL FRAME OF MAINTENANCE3.

BRACKET DETAILS, SEE DWG E-5057.

FOR CONDUCTOR BAR, COLLECTOR SHOE AND SUPPORT2.

FOR CONDUCTOR BAR SYSTEM LAYOUT, SEE DWG E-6059.1.

KEYNOTES:

MAINTENANCE PLATFORM - PLAN

5'-0"

FEEDER 3/C #3/0 AWG

EXISTING BULKHEAD HOIST

HANGER (TYP)

WEB BRACKET AND

5'-0" (TYP)

195'-0"

2'-6"

(TYP)

EXPANSION SECTION

2'-6"

195'-0"

SPLICE (TYP)

CONDUCTOR BAR

POINT (TYP)

HANGER WITH ANCHOR

(3/C #250MCM)

FEEDER #1, P-8

EXISTING DAM

(3/C #250MCM)

FEEDER #2, P-9

EXISTING DAM

CONDUCTOR RAILS

POWER-FEEDS ON

30'-0" (TYP)

FEED CONNECTORS

CONDUCTOR BAR POWER

COVERS (TYP)

ABUTMENT SIDE END

DISTANCE IN FEET FROM

20'-0" (TYP)

3 - 1/C #3/0 AWG IN EXISTING 2 1/2"C

NEW BULKHEAD HOIST FEEDER

L E

G A

D O

M S

O H

N E

E S P .E

N G

U Y

E-6059

P O

W E

R L

E D

G R

A M A

N D S

E C

C O

N D

U C

T O

R R

A Y

O U

E C

2 3 4 5 6 7 8 9 10

SHEET ID

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

S U

B M

T E

D B

U E D

A T

S O

A T

N N

C O

N T

R A

C T N

M A

R K

D E

S C

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

-D

E C -2

T S

B U

R G

H D

T R

A N

S I

E R

T Y A

V E

N U

T S

B U

R G

H P

W N

P L

O T D

A T

O H

E R B

A S

H A

N N

A L L

O C

K S A

N D D

A M

C O

N D

U C

T O

R R

E P

L A

C E

M E

EXPANSION SECTION (TYP)

NTS

(HEVI-BAR II #38946)

(HEVI-BAR II #38946B)G

(HEVI-BAR II #38946)A

(HEVI-BAR II #38946)B

(HEVI-BAR II #38946B)C

980' 950' 920' 890' 870' 840' 810'

780' 750' 720' 690' 670' 640' 610' 580' 550' 520' 490' 470' 440' 410'

480'680'

380' 350' 320' 290'

280'

270' 240' 210' 180' 150' 120'

880'

792.5' 587.5' 397.5'

192.5'

JB-P10

POWER LINE-DIAGRAM

NTS

JUNCTION BOX

EXISTING PIER 1

BREAKER

HOIST CIRCUIT

ROOM BULKHEAD

PIER 1 MACHINERY

BUILDING MCC

OPERATIONS

MIDDLE WALL

EXISTING

225AT

225AF

225AT

225AF

200AT

225AF

200AT

225AF

E1 A1

A4 E3 A3 E2 A2

A5 E4

A B

O V

M A

T C

H L

A B

O V

M A

T C

H L

B E

L O

M A

T C

H L

B E

L O

M A

T C

H L

E N

D C

O V

E R

L O

C K S

COPPER WIRE

#2 GRD, INSULATED

EXISTING GRD WIRE, #250MCM

4. SPLICE NEW CONDUCTORS WITH THE EXISTING IN JUNCTION BOX.

INSTALLATION OF CONDUCTOR RAIL SYSTEM.

RESPONSIBLE FOR VERIFYING ALL DIMENSIONS ON THE SITE PRIOR TO

APPROXIMATE DIMENSIONS ARE SHOWN. THE CONTRACTOR SHALL BE3.

FOR CONDUCTOR RAIL ASSEMBLY DETAILS, SEE DWG E-5057.2.

SERVICE BRIDGE, SEE DWG E-1055.

FOR ACTUAL LOCATION OF CONDUCTOR RAIL POWER FEEDS ON1.

KEYNOTES:

F L

O W

NEW

EXISTING

GOVERNMENT-FURNISHED CONDUCTOR RAIL (GFP) LAYOUT

NTS

(CONDUCTIX HEVI-BAR II 500A OR APPROVED EQUAL)

STANDARD SECTION

CONDUCTOR BAR

30'60'90'

1002.5'

1010'1040'1070'1100'1130'1160'1190'1200'

E N

D C

O V

E R

A B

U T

M E

N T S

A5 X

920'

LEGEND:

HANGER WITH ANCHOR PIN AT LOCATION #A5

WEB BRACKET AND HANGER ASSEMBLY

CONDUCTOR BAR SPLICE AT DISTANCE OF 920 FEET

POWER FEED CONNECTOR

EXPANSION JOINT NO. 4

(TYP)

Contract Drawings

LHAO_100_G-0030

LHAO_100_G-0031

LHAO_204_G-0032

LHAO_204_G-0033

LHAO_557_SD1010

LHAO_557_S-3011

LHAO_557_S-5012

LHAO_557_S-5013

LHAO_557_S-1014

LHAO_557_S-3015

LHAO_556_E-1055

LHAO_556_E-1056

LHAO_556_E-5057

LHAO_556_E-5058

LHAO_556_E-6059

Reference Drawings

O-LHA-4_2

O-LHA-20_81

O-LHA-20_82

O-LHA-20_83.1

O-LHA-29_1.1

O-LHA-29_11.2

O-LHA-38_1.1

O-LHA-53_1.1

O-LHA-53_2.1

O-LHA-53_3.1

O-LHA-53_4.1

O-LHA-53_5.1

O-LHA-53_6.1

O-LHA-53_7

O-LHA-53_8.1

O-LHA-53_9

O-LHA-53_10

O-LHA-53_11.1

O-LHA-53_12

O-LHA-56_1

O-LHA-56_5.2

File details come from the government source that posted it.