Plans.pdf

G-0110

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of Engineers

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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

DATE

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

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ALLEGHENY COUNTY, PENNSYLVANIA

BULKHEAD PAINTING CONTRACT 2017

EMSWORTH LOCKS AND DAM

OHIO RIVER BASIN

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FINlAL SUBMITTAL-95% BCOES REVIEW

MAY 2017ISSUE DATE:

W911WN-17-C-xxxxCONTRACT NO.:

W911WN-17-B-xxxxSOLICITATION NO.:

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FINAL SUBMITTAL-95% BCOES REVIEW

G-0111

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SCALE TONOT

PSF FOOT SQUAREPOUNDS PER

NTS

NORTH

NGVD DATUM GEODETIC VERTICALNATIONAL

OPT

UPSTREAM

TYP TYPICAL

U/S

OPTION

STD STANDARD

N

AUXILIARY

CWL LIMITS WORKCONTRACTOR

AUX

ABBREVIATIONS

APPROX. APPROXIMATELY

D/S

EAST

LBS POUNDS

E

DOWNSTREAM

DWG DRAWING

DRAWINGSREFERENCE

NUMBERFILE TITLE

GENERAL

OLEM_G-0026 NOTES GENERAL AND INDEXDRAWING

BULKHEADSEMERGENCY

OLEM_S-5825 FORCES MEMBER AND PLANGENERAL

OLEM_S-5826 2 OF 1 PLAN TRUSSPARTIAL

OLEM_S-5827 2 OF 2 PLAN TRUSSPARTIAL

OLEM_S-5828 2 OF 1 UPSTREAM & DOWNSTREAMELEVATIONS-PARTIAL

OLEM_S-5829 2 OF 2 UPSTREAM & DOWNSTREAMELEVATIONS-PARTIAL

OLEM_S-5830 PANELS INTERMEDIATE & PANELSELEVATIONS-END

OLEM_S-5831 ASSEMBLY ROLLERS & ELEVATIONS-HOUSING &PLAN

OLEM_S-5832 LAYOUT BOLT ASSEMBLY ROLLERS & ELEVATIONS-HOUSING &PLAN

OLEM_S-5833 2 OF 1 ASSEMBLY ROLLERS & DETAILS-HOUSING &SECTIONS

OLEM_S-5834 2 OF 2 ASSEMBLY ROLLERS & DETAILS-HOUSING &SECTIONS

OLEM_S-5835 ASSEMBLY DETAILS-LIFTING &SECTIONS

OLEM_S-5836 DETAILSMISC.

OLEM_S-5837 BEAM DETAILS-GUIDE &SECTIONS

OLEM_S-5838 5 OF 1 CONNECTIONS DETAILS-FRAMING &SECTIONS

OLEM_S-5839 5 OF 2 CONNECTIONS DETAILS-FRAMING &SECTIONS

OLEM_S-5840 5 OF 3 CONNECTIONS DETAILS-FRAMING &SECTIONS

OLEM_S-5841 5 OF 4 CONNECTIONS DETAILS-FRAMING &SECTIONS

OLEM_S-5842 5 OF 5 CONNECTIONS DETAILS-FRAMING &SECTIONS

OLEM_S-5843 PLATES DETAILS-SPLICE &SECTIONS

E-19 SECTION MISC SIDE AASY-RIGHT FRAMROLLER

M-44 DETAILS

M-45 DETAILSROLLER

DRAWINGSCONTRACT

NUMBERFILE

NUMBER

SHEET

TITLE

GENERAL

LEMO_100_G-0110 G-0110 SHEETCOVER

LEMO_100_G-0111 G-0111 WORK OF SCOPE AND ABBREVIATIONS INDEX,DRAWING

LEMO_100_G-0112 G-0112 MAPS VICINITY AND LOCATIONPROJECT

LEMO_203_G-1113 G-1113 PLAN SITE GENERAL - CHANNELMAIN

LEMO_203_G-1114 G-1114 2 OF 1 SHEET LIMITS WORK AND ACCESS CONTRACTOR - CHANNELMAIN

LEMO_203_G-1115 G-1115 2 OF 2 SHEET LIMITS WORK AND ACCESS CONTRACTOR - CHANNELMAIN

LEMO_203_G-1116 G-1116 PLAN SITE GENERAL - CHANNELBACK

LEMO_203_G-1117 G-1117 LIMITS WORK AND ACCESS CONTRACTOR - CHANNELBACK

LEMO_203_S-2118 S-2118 SECTIONS AND DETAILS PLAN, - PREPARATION PAINTBULKHEAD

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LOCATION

PROJECT

N.T.S.

PROJECT LOCATION MAP

N.T.S.

PROJECT VICINITY MAP

LOCKS AND DAM

EMSWORTH

GRAND AVE

ACCESS ROAD

NEVILLE ISLAND

G R

A N

D A

V E

EL. 692.0

LOWER POOL

MAIN CHANNEL

OHIO RIVER

MAIN LOCK

AUX. LOCK

EL. 710.2

UPPER POOL

LEFT ABUTMENT

RIVER WALL

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AS-AWARDED CERTIFIED FINAL

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6, G-1113

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GENERAL NOTES:

4,0

E ,3

,0

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3,0

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E ,3

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NEVILLE RD.

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5,0

SR 65

FLOW

400'0 200'

SCALE: 1"=200'

GENERAL PLAN

SCALE: 1"=200'

OFFICER.

AFFECT GOVERNMENT USE OF THE EXISTING CRANES WITH THE CONTRACTING

THE CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL WORK THAT WOULD2.

AS NECESSARY TO PERFORM WORK.

CONTRACTOR. COORDINATE MOVEMENT OF CRANES WITH CONTRACTING OFFICER

THE EXISTING CRANES AND SERVICE CRANE ARE NOT FOR USE BY THE1.

G. RESTRICTIONS

SALVAGEABLE AT A PROPERLY PERMITTED, COMMERCIALLY AVAILABLE LANDFILL.

THE CONTRACTOR SHALL DISPOSE OF ALL CONSTRUCTION DEBRIS THAT IS NOT1.

F. DISPOSAL

NOTE: THE PA ONE CALL NUMBER IS 1-800-242-1776

IN THE AREA AFFECTED BY CONSTRUCTION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES1.

E. UTILITIES

ON SHEETS G-1114 & G-1115.

UPSTREAM AND DOWNSTREAM OF THE AXIS OF MAIN CHANNEL DAM AS SHOWN

ORDINARY HIGH WATER LINE CONTOUR OF 703.8 FEET AND FOR A DISTANCE

THE LIMITS OF THE GOVERNMENT'S NAVIGATIONAL SERVITUDE UP TO THE

CONTRACTOR'S WORK LIMITS WITHIN THE OHIO RIVERBANK CHANNEL IS WITHIN1.

D. TEMPORARY WORK AREAS

NAD 83 HORIZONTAL DATUM.

ALL CONSTRUCTION SHALL BE BASED ON NGVD 29 ELEVATION DATUM AND 1.

C. SURVEY CONTROL

TO GATE OPERATIONS AND DISCHARGE.

NORMAL LOWER POOL ELEVATION IS 692.0 FEET (NGVD) BUT MAY VARY DUE2.

REPLACE ANY UTILITIES OR FEATURES TO REMAIN THAT ARE DAMAGED.

AND EXISTING FEATURES TO REMAIN. THE CONTRACTOR SHALL REPAIR OR

THE CONTRACTOR SHALL EXERCISE CARE TO PROTECT ALL EXISTING UTILITIES1.

B. EXISTING FEATURES AND POOL ELEVATION

SPECIFICATIONS FOR FLOATING PLANT RESTRICTIONS AND ACCESS RESTRICTIONS.

WITH CONTRACTING OFFICER AND USACE DAM OPERATIONS PERSONNEL. SEE

CONTRACTING OFFICER. FLOATING PLANT ACCESS SHALL BE COORDINATED

PROVIDED LAND AND FLOATING PLATFORM WITH APPROVAL FROM THE

THE CONTRACTOR SHALL ACCESS THE WORK AREAS FROM GOVERNMENT 2.

FOR CONTRACTOR'S WORK LIMITS, SEE SHEETS G-1114 & G-1115. 1.

A. ACCESS TO MAIN CHANNEL PROJECT SITE

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BULKHEAD STORAGE PIT

PERMANENT EASEMENT

GOVERNMENT PROVIDED

CONTRACTOR WORK LIMITS

EDGE OF WATER

LAYDOWN AREAS

LIMITS OF CONTRACTOR

LEGEND

NOTES:

CONTRACTOR LAYDOWN AREAS.

RESTRICTIONS TO THE MAIN CHANNEL

2. SEE THE SPECIFICATIONS FOR ACCESS

RESTRICTIONS.

1. SEE THE SPECIFICATIONS FOR ACCESS

LAYDOWN AREA

CONTRACTOR

EASEMENT

PERMANENT ACCESS

GOVERNMENT PROVIDED

BACK CHANNEL

OHIO RIVER

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PIT

STORAGE

BULKHEAD

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SCALE: 1"=150'-0"

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AUX. LOCK

A

IN

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MAIN CHANNEL

OHIO RIVER

MAIN LOCK

E

E

NEVILLE ROAD

E

E

300'0 150'

SCALE: 1"=150'-0''

CONTRACTOR WORK LIMITS PLAN

FLOW

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UNLOADING PLATFORM

EXISTING SERVICE CRANE BULKHEAD STORAGE PIT

LEGEND

WOODED AREA

GROUND COVER OR

CONTRACTOR WORK LIMITS

NOTES:

PERMANENT EASEMENT

GOVERNMENT PROVIDED

SEE NOTES 2 & 3.

LAYDOWN AREAS.

LIMITS OF CONTRACTOR

C

C

C

C

(VERIFY)

GENERATOR BUILDING

APPROXIMATE LOCATION

GATE BAY (TYP)

PIER 8

(VERIFY)

& FOUNDATION SLAB UNIT

GENERATOR, PLATFORM,

APPROXIMATE LOCATION

EASEMENT

PERMANENT ACCESS

GOVERNMENT PROVIDED

SEE NOTE 2.

LAYDOWN AREA

CONTRACTOR

PIER 9

& COMBINATION WALL

EXISTING ABUTMENT

PIER 6

PIER 7

OF EXISTING APRON

DOWNSTREAM EDGE

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60'0 30'

SCALE: 1"=30'

G-1115

(VERIFY LOCATION)

EXIST POWER POLE

POWER LINE

EXIST OVERHEAD

N

5,0

EDGE OF WATER

JOB SITE.

ARRANGEMENTS AND TRANSPORTATION OF EMPLOYEES TO THE

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PARKING4.

WATER EVENTS. SEE SPECIFICATIONS FOR RELATED REQUIREMENTS.

THE LAYDOWN AREAS ARE SUBJECT TO FLOODING DURING HIGH 3.

TO THE MAIN CHANNEL CONTRACTOR LAYDOWN AREAS.

SEE THE SPECIFICATIONS FOR ACCESS RESTRICTIONS2.

CORRIDORS AND STAIRS SHALL REMAIN ACCESSIBLE AT ALL TIMES.1.

MAIN CHANNEL

OHIO RIVER

E ,3

,0

(VERIFY LOCATION)

EXISTING POWER POLE

LAYDOWN AREA

CONTRACTOR

ENLARGED CONTRACTOR WORK LIMITS PLAN

SCALE: 1"=30'-0"

FLOW

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N 4

E

E

N 4

LEFT ABUTMENT

EL. 710.2

UPPER POOL

EL. 692.0

LOWER POOL

BACK CHANNEL

OHIO RIVER

NEVILLE ROAD

B A

C K C

H A

N N

E L

L O

C K

S A

N D D

A M

S

E M

S W

O R

T H

RIGHT ABUTMENT

NEVILLE ISLAND

GRAND AVE

N 4

BULKHEAD STORAGE PIT

G-1116

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C K C

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GENERAL NOTES:

FLOW

400'0 200'

SCALE: 1"=200'

GENERAL PLAN

SCALE: 1"=200'

AFFECT GOVERNMENT USE OF THE EXISTING CRANES WITH THE CONTRACTING OFFICER.

2. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL WORK THAT WOULD

TO PERFORM WORK.

COORDINATE MOVEMENT OF CRANES WITH CONTRACTING OFFICER AS NECESSARY

1. THE EXISTING CRANES ARE NOT FOR USE BY THE CONTRACTOR.

G. RESTRICTIONS

SALVAGEABLE. AT A PROPERLY PERMITTED, COMMERCIALLY AVAILABLE LANDFILL.

1. THE CONTRACTOR SHALL DISPOSE OF ALL CONSTRUCTION DEBRIS THAT IS NOT

F. DISPOSAL

NOTE: THE PA ONE CALL NUMBER IS 1-800-242-1776

IN THE AREA AFFECTED BY CONSTRUCTION.

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES

E. UTILITIES

ORDINARY HIGH WATER LINE CONTOUR OF 703.8 FEET.

THE LIMITS OF THE GOVERNMENT'S NAVIGATIONAL SERVITUDE UP TO THE

1. CONTRACTOR'S WORK LIMITS WITHIN THE OHIO RIVERBANK CHANNEL IS WITHIN

D. TEMPORARY WORK AREAS

NAD 83 HORIZONTAL DATUM.

1. ALL CONSTRUCTION SHALL BE BASED ON NGVD 29 ELEVATION DATUM AND

C. SURVEY CONTROL

TO GATE OPERATIONS AND DISCHARGE. NORMAL UPPER POOL IS 710.2

2. NORMAL LOWER POOL ELEVATION IS 692.0 FEET (NGVD) BUT MAY VARY DUE

REPLACE ANY UTILITIES OR FEATURES TO REMAIN THAT ARE DAMAGED.

AND EXISTING FEATURES. THE CONTRACTOR SHALL REPAIR OR

1. THE CONTRACTOR SHALL EXERCISE CARE TO PROTECT ALL EXISTING UTILITIES

B. EXISTING FEATURES AND POOL ELEVATION

ON THE BACK CHANNEL DAM.

PROVIDED LAND. ACCESS FROM FLOATING PLATFORM IS NOT POSSIBLE

2. THE CONTRACTOR SHALL ACCESS THE WORK AREAS FROM GOVERNMENT

1. FOR LIMITS OF WORK, SEE DWG G-1117.

A. ACCESS TO BACK CHANNEL PROJECT SITE

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CSXT RAILROAD

N 4

B A

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H A

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BACK CHANNEL

OHIO RIVER

CSXT RAILROAD TRACK

PLATFORM

CRANE UNLOADING

EXISTING SERVICE

NEVILLE ISLAND

AND POLE

UTILITY

OVERHEAD

GENERATOR

BUILDING

CONTROL

NEVILLE ROAD

PIT

STORAGE

BULKHEAD

NOTES:

EDGE OF WATER

CONTRACTOR WORK LIMITS

LEGEND

WITHIN EXISTING FENCING.

LAYDOWN AND STAGING AREAS,

LIMITS OF CONTRACTOR

N

ABUTMENT

LEFT

ABUTMENT

RIGHT

RESTRICTIONS. SEE SPECIFICATIONS FOR RELATED REQUIREMENTS.

THE LAYDOWN AREAS ARE SUBJECT TO FLOODING AND HAS ACCESS5.

THE JOB SITE.

ARRANGEMENTS AND TRANSPORTATION OF EMPLOYEES TO

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PARKING4.

CHANNEL LAYDOWN AREAS.

SEE SPECIFICATIONS FOR ACCESS RESTRICTIONS TO THE BACK3.

AVAILABLE TO THE CONTRACTOR.

LANDS DOWNSTREAM OF THE BULKHEAD STORAGE PIT ARE NOT2.

CORRIDORS AND STAIRS SHALL REMAIN ACCESSIBLE AT ALL TIMES.1.

FLOW

60' 120'0

SCALE: 1"=60'

CONTRACTOR WORK LIMITS SITE PLAN

SCALE: 1"=60'-0"

B A

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®of Engineers

US Army Corps

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OF EXISTING APRON

DOWNSTREAM EDGE

102'-3 1/2 " CL OF ROLLER TO CL OF ROLLER

6" ROLLERS

6" ROLLERS

CS12

18" ROLLERS

1/2" ALUMINUM PLATE

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1'-6"

1'-6"

S-2118

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(DOWNSTREAM)

SCALE: 1/8"=1''-0"

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SCALE: 1"=1'-0"

DETAIL

CL ROLLER

B

A

B

NTS

SECTION

PLATE

SKIN

A

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SECTION

CL ROLLER

0 1' 2'6"

SCALE: 1"=1'

0 8'4' 16'

SCALE: 1/8"=1'

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NOTES:

SECTION A PHOTO

SEE NOTE 1.

GRINDING 1/8" MAX.

LAMINATION BY

PLATE REMOVE

FOR 1/2" ALUMINUM

SEE NOTE 1.

GRINDING 1/8" MAX.

LAMINATION BY

PLATE REMOVE

FOR 1/2" ALUMINUM

SEE NOTE 1.

GRINDING 1/8" MAX.

LAMINATION BY

PLATE REMOVE

FOR 1/2" ALUMINUM

SEE NOTE 1.

GRINDING 1/8" MAX.

REMOVE LAMINATION BY

FOR 1/2" ALUMINUM PLATE

SEE NOTE 1.

GRINDING 1/8" MAX.

REMOVE LAMINATION BY

FOR 1/2" ALUMINUM PLATE

SEE NOTE 1.

GRINDING 1/8" MAX.

REMOVE LAMINATION BY

FOR 1/2" ALUMINUM PLATE

1. FOLLOWING GRINDING, APPLY "BELZONA 1311 FLUSH TO

THE STAINLESS PIECES ADJACENT TO GAP. SURFACE PREP

AND APPLY ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.

2. FOR SCOPE OF WORK, SEE NOTE ON DRAWING G-1111.

3. FOR MEMBER SIZES SEE REFERENCE DRAWING PACKAGE.

S O

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®of Engineers

US Army Corps

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