Drawings.pdf
PDF 10 MB Posted
- Attached to
- Furnish and Install Locomotive Crane(s)
- Solicitation number
- W911WN-16-B-8007
About this file
Drawings
View the file
Other files
| File | Type | Posted |
|---|---|---|
| BidResults_.pdf | ||
| Updated_Specs_14_Sep_2016.pdf | ||
| Drawing_for_Question_No._11_D_and_E.pdf | ||
| W911WN-16-B-8007_0001.pdf | ||
| W911WN-16-B-8007.pdf | ||
| Specifications.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
E L E
IS
U R
L E
IS
U R
G-0080
C O
V E
R S
H E
T
Pittsburgh District
W911WN-16-B-8007
/s/ STEPHEN R. STOLTZ, P.E.
OHIO RIVER BASIN
EMSWORTH LOCKS AND DAMS
ALLEGHENY COUNTY, PENNSYLVANIA
MAIN CHANNEL
BACK CHANNEL
FURNISH AND INSTALL LOCOMOTIVE CRANES
J L
O W
E
MAY 2016
CERTIFIED FINAL DOCUMENTS
of Engineers
US Army Corps
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
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
/s/ JEFFREY E. FRITZ, P.E.
/s/ JOHN E. NITES, P.E.
23 MAY 2016
23 MAY 2016
23 MAY 2016
/s J
O H
N E
N
IT
E S P .E
M
A Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
L
M O
G -0
.d g n
-M
A Y -2
:4
IP
P
W P :d m s \L
E M
O
G -0
.d g n
H T S
D C
M
H
IO
R
IV
E R B
A S
IN
E M
S W
O R
T H L
O C
K S A
N D D
A M
F U
R N
IS
H A
N D I
N S
T A
L L L
O C
O M
O T
IV
E C
R A
N
S
P
IT
T S
B U
R G
H P
A
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
W
W N -1
-B -8
CERTIFIED FINAL DOCUMENTS
L E
IS
U
L E
IS
U R
G-0081
IN
D
E X A
N D A
B B
R E
V
IA
T
IO
N S
DRAWINGSCONTRACT
NUMBERFILE
NUMBER
SHEET
TITLE
GENERAL
LEMO_100_G-0080 G-0080 SHEETCOVER
LEMO_100_G-0081 G-0081 ABBREVIATIONS AND INDEXDRAWING
LEMO_100_G-0082 G-0082 MAPS VICINITY AND LOCATIONPROJECT
LEMO_203_G-1083 G-1083 PLAN SITE GENERAL - CHANNELMAIN
LEMO_203_G-1084 G-1084 2 OF 1 SHEET LIMITS WORK AND ACCESS CONTRACTOR - CHANNELMAIN
LEMO_203_G-1085 G-1085 2 OF 2 SHEET LIMITS WORK AND ACCESS CONTRACTOR - CHANNELMAIN
LEMO_203_G-1086 G-1086 PLAN SITE GENERAL - CHANNELBACK
LEMO_203_G-1087 G-1087 LIMITS WORK AND ACCESS CONTRACTOR - CHANNELBACK
DRAWINGSREFERENCE
NUMBERFILE TITLE
39/20-LEM DAM OF SECTION TYP AND PLAN GENERAL - HISTORYCONSTRUCTION
53/10-LEM BRIDGE SERVICE TOALTERATIONS
57/10-LEM CRANE LOCOMOTIVE TOALTERATIONS
CHANNELMAIN
LEMO_553_S-1190Z ELEVATION AND PLAN ITEM WORK CHANNELMAIN
LEMO_553_S-1191Z ELEVATION AND PLAN BRIDGE TYPICAL CHANNELMAIN
LEMO_553_S-3194Z DETAILS AND SECTIONS WALKWAY CHANNELMAIN
LEMO_557_S-5211Z SECTIONS AND ELEVATIONS PLAN, RAIL CRANE SERVICE CHANNELMAIN
LEMO_557_S-5212Z DETAILS RAIL CRANE SERVICE CHANNELMAIN
LEMO_561_C-1063 3 STAGE PLAN BAG GROUT PROTECTION SCOUR BAG GROUT CHANNELMAIN
LEMO_561_C-1066 6 STAGE PLAN BAG GROUT PROTECTION SCOUR BAG GROUT CHANNELMAIN
LEMO_561_C-3070 0+50 STA AND 0+09 STA SECTIONS CROSS CHANNELMAIN
LEMO_561_C-3071 1+50 STA AND 1+00 STA SECTIONS CROSS CHANNELMAIN
LEMO_561_C-3072 2+50 STA AND 2+00 STA SECTIONS CROSS CHANNELMAIN
LEMO_561_C-3073 3+50 STA AND 3+00 STA SECTIONS CROSS CHANNELMAIN
LEMO_561_C-3074 4+50 STA AND 4+00 STA SECTIONS CROSS CHANNELMAIN
LEMO_561_C-3075 5+50 STA AND 5+00 STA SECTIONS CROSS CHANNELMAIN
LEMO_561_C-3076 6+50 STA AND 6+00 STA SECTIONS CROSS CHANNELMAIN
LEMO_561_C-3077 7+50 STA AND 7+00 STA SECTIONS CROSS CHANNELMAIN
LEMO_556_E-7158Z 2 OF 2 SHEET DETAILS MISC SYSTEM ELECTRICAL CHANNELMAIN
CHANNELBACK
LEMO_553_S-1158 ELEVATION AND PLAN ITEM WORK CHANNELBACK
LEMO_553_S-1159 ELEVATION AND PLAN BRIDGE TYPICAL CHANNELBACK
LEMO_553_S-3161 DETAILS AND SECTIONS WALKWAY CHANNELBACK
LEMO_557_S-1173 SECTIONS AND ELEVATION PLAN, RAIL CRANE SERVICE CHANNELBACK
LEMO_557_S-5174 DETAILS RAIL CRANE SERVICE CHANNELBACK
LEMO_561_C-1019 2 OF 1 SHEET PLAN BAG GROUT PROTECTION SCOUR BAG GROUT CHANNELBACK
LEMO_561_C-1020-A 2 OF 2 SHEET PLAN BAG GROUT PROTECTION SCOUR BAG GROUT CHANNELBACK
LEMO_561_C-3029-A
10 OF 1SHEET
0+95 STA AND 0+50 STA SECTION PROTECTION SCOUR BAG GROUT CHANNELBACK
LEMO_561_C-3030-A
10 OF 2SHEET
2+00 STA AND 1+50 STA SECTION PROTECTION SCOUR BAG GROUT CHANNELBACK
LEMO_561_C-3031-A
10 OF 3SHEET
3+00 STA AND 2+50 STA SECTION PROTECTION SCOUR BAG GROUT CHANNELBACK
LEMO_561_C-3032-A
10 OF 4SHEET
4+00 STA AND 3+50 STA SECTION PROTECTION SCOUR BAG GROUT CHANNELBACK
LEMO_561_C-3033-A
10 OF 5SHEET
5+00 STA AND 4+50 STA SECTION PROTECTION SCOUR BAG GROUT CHANNELBACK
LEMO_561_C-3034-A
10 OF 6SHEET
6+00 STA AND 5+50 STA SECTION PROTECTION SCOUR BAG GROUT CHANNELBACK
LEMO_561_C-3035-A
10 OF 7SHEET
7+00 STA AND 6+50 STA SECTION PROTECTION SCOUR BAG GROUT CHANNELBACK
LEMO_561_C-3036-A
10 OF 8SHEET
8+00 STA AND 7+50 STA SECTION PROTECTION SCOUR BAG GROUT CHANNELBACK
LEMO_561_C-3037-A
10 OF 9SHEET
9+00 STA AND 8+50 STA SECTION PROTECTION SCOUR BAG GROUT CHANNELBACK
LEMO_561_C-3038-A 10 OF 10 SHEET 9+50 STA SECTION PROTECTION SCOUR BAG GROUT CHANNELBACK
LEMO_553_E-7146 2 OF 2 SHEET DETAILS MISC SYSTEM ELECTRICAL CHANNELBACK
J L
O W
E
ABBREVIATIONS
APPROX. APPROXIMATELY
AUX AUXILIARY
CWL LIMITS WORKCONTRACTOR
D/S DOWNSTREAM
DWG DRAWING
E EAST
LBS POUNDS
N NORTH
NGVD DATUM VERTICAL GEODETICNATIONAL
NTS SCALE TONOT
PSF FOOT SQUARE PERPOUNDS
OPT OPTION
STD STANDARD
U/S UPSTREAM
TYP TYPICAL
/s J
O H
N E
N
IT
E S P .E
M
A Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
M O
G -0
.d g n
-M
A Y -2
:4
IP
P
W P :d m s \L
E M
O
G -0
.d g n
H T S
D C
IO
R
IV
E R B
A S
IN
E M
S W
O R
T H L
O C
K S A
N D D
A M
F U
R N
IS
H A
N D I
N S
T A
L L L
O C
O M
O T
IV
E C
R A
N
T S
B U
R G
H P
A
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
W
W N -1
-B -8
L E
IS
U
L E
IS
U R
G-0082
C A
T
IO
N A
N D V
IC
IN
IT
Y M
A P
J L
O W
E
/s J
O H
N E
N
IT
E S P .E
M
A Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
M O
G -0
.d g n
-M
A Y -2
:4
IP
P
W P :d m s \L
E M
O
G -0
.d g n
H T S
D C
IO
R
IV
E R B
A S
IN
E M
S W
O R
T H L
O C
K S A
N D D
A M
F U
R N
IS
H A
N D I
N S
T A
L L L
O C
O M
O T
IV
E C
R A
N
T S
B U
R G
H P
A
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
W
W N -1
-B -8
CERTIFIED FINAL DOCUMENTS
LOCATION
PROJECT
N.T.S.
PROJECT LOCATION MAP
N.T.S.
PROJECT VICINITY MAP
LOCKS AND DAM
EMSWORTH
NEVILLE ISLAND
FLOW
MAIN CHANNEL
OHIO RIVER
SCALE: 1" = 200'
GENERAL PLAN
LEFT ABUTMENT
PIER 9
APRON
8 TOTAL
GATE BAY (TYP)
ACCESS BRIDGE
FIXED CREST WEIR
PIER 1
RIVER WALL
AUX. LOCK
MAIN LOCK
EL. 710.2
UPPER POOL
EL. 692.0
LOWER POOL
GRAND AVE
G R
A N
A V
E
ACCESS ROAD
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
M O
G -1
.d g n
-M
A Y -2
:4
IP
P
W P :d m s \L
E M
O
G -1
.d g n
H T S
D C
IO
R
IV
E R B
A S
IN
E M
S W
O R
T H L
O C
K S A
N D D
A M
F U
R N
IS
H A
N D I
N S
T A
L L L
O C
O M
O T
IV
E C
R A
N
T S
B U
R G
H P
A
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
W
W N -1
-B -8
CERTIFIED FINAL DOCUMENTS
N
NEVILLE RD.
SR 65
M
A N
N E
L
E M
S W
O R
C K
M S
E
1,3
,0
E
1,3
,0
N
2, E
1,3
,0
N
3, E
1,3
,0
N
4, N
5, N
6, GENERAL NOTES:
400'0 200'
SCALE: 1"=200'
G-1083
B
U C
C
IN
I
R T
Y S
Z K
IE
W
IC
Z
J L
O W
E
M A
IN
C
H A
N N
E L G
E N
E R
A L S
IT
E P
L
SPUDDING DOWN IS NOT PERMITTED DOWNSTREAM OF THE DAM.3.
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-1084 & G-1085.
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-1084 & G-1085. 1.
A. ACCESS TO MAIN CHANNEL PROJECT SITE
/s J
O H
N E
N
IT
E S P .E
M
A Y
250'
200'
LEGEND
PERMANENT EASEMENT
GOVERNMENT PROVIDED
LAYDOWN AREAS
LIMITS OF CONTRACTOR
CWL CONTRACTOR WORK LIMITS
EDGE OF WATER
NOTES:
CONTRACTOR LAYDOWN AREAS.
RESTRICTIONS TO THE MAIN CHANNEL
2. SEE THE SPECIFICATIONS FOR ACCESS
RESTRICTIONS.
1. SEE THE SPECIFICATIONS FOR ACCESS
BACK CHANNEL
OHIO RIVER
LAYDOWN AREA
CONTRACTOR
OF EXISTING APRON
DOWNSTREAM EDGE
C PIER 7
OF LOCK WALL
INSIDE FACE
EASEMENT
PERMANENT ACCESS
GOVERNMENT PROVIDED
N
N
N
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
M O
G -1
.d g n
-M
A Y -2
:4
IP
P
W P :d m s \L
E M
O
G -1
.d g n
H T S
D C
IO
R
IV
E R B
A S
IN
E M
S W
O R
T H L
O C
K S A
N D D
A M
F U
R N
IS
H A
N D I
N S
T A
L L L
O C
O M
O T
IV
E C
R A
N
T S
B U
R G
H P
A
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
W
W N -1
-B -8
CERTIFIED FINAL DOCUMENTS
FLOW
MAIN CHANNEL
OHIO RIVER
C W
L
C W
L C
W L
C W
L
CWL
CWL
CWL
C W
L
N
NEVILLE ROAD
E
E
E
E
MAIN LOCK
AUX. LOCK
M
A N
N
M
M A
IN
C
H A
N N
E L
S H
E E
T O
G-1084
B
U C
C
IN
I
R T
Y S
Z K
IE
W
IC
Z
J L
O W
E
300'0 150'
SCALE: 1"=150'-0"
C O
N T
R A
C T
O R A
C C
E S
S A
N D W
O R
K L
IM
IT
S
/s J
O H
N E
N
IT
E S P .E
M
A Y
SCALE: 1"=150'-0"
CONTRACTOR WORK LIMITS PLAN
200'
250'
288'
UNLOADING PLATFORM
EXISTING SERVICE CRANE
LEGEND
PERMANENT EASEMENT
GOVERNMENT PROVIDED
CWL CONTRACTOR WORK LIMITS
WOODED AREA
GROUND COVER OR
NOTES:
SEE NOTES 2 & 3.
LAYDOWN AREAS.
LIMITS OF CONTRACTOR
EASEMENT
PERMANENT ACCESS
GOVERNMENT PROVIDED
GATE BAY (TYP)
PIER 9
PIER 8
PIER 7
PIER 6
OF EXISTING APRON
DOWNSTREAM EDGE
& COMBINATION WALL
EXISTING ABUTMENT
(VERIFY)
GENERATOR BUILDING
APPROXIMATE LOCATION
(VERIFY)
& FOUNDATION SLAB UNIT
GENERATOR, PLATFORM,
APPROXIMATE LOCATION
SEE NOTE 2.
LAYDOWN AREA
CONTRACTOR
C
C
C
C
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
M O
G -1
.d g n
-M
A Y -2
:4
IP
P
W P :d m s \L
E M
O
G -1
.d g n
H T S
D C
IO
R
IV
E R B
A S
IN
E M
S W
O R
T H L
O C
K S A
N D D
A M
F U
R N
IS
H A
N D I
N S
T A
L L L
O C
O M
O T
IV
E C
R A
N
T S
B U
R G
H P
A
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
W
W N -1
-B -8
CERTIFIED FINAL DOCUMENTS
N
MAIN CHANNEL
OHIO RIVER
C W
L
C W
L
C W
L
C W
L
C W
L C
W L
C W
L
CWL CWL CWL
C W
L
CWL CWL CWL
C W
L C
W L
C W
L C
W L
C W
L
LAYDOWN AREA
CONTRACTOR
E
1,3
,0
N
5, (VERIFY LOCATION)
EXIST POWER POLE
POWER LINE
EXIST OVERHEAD
M A
IN
C
H A
N N
E L
S H
E E
T O
N T
R A
C T
O R A
C C
E S
S A
N D W
O R
K L
IM
IT
S
D B
U C
C
IN
I
R T
Y S
Z K
IE
W
IC
Z
J L
O W
E
FLOW
60'0 30'
SCALE: 1"=30'
G-1085
EDGE OF WATER
SCALE: 1"=30'-0"
ENLARGED CONTRACTOR WORK LIMITS PLAN
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.
(VERIFY LOCATION)
EXISTING POWER POLE
/s J
O H
N E
N
IT
E S P .E
M
A Y
NEVILLE ISLAND
B A
A N
N E
L
L O
C
M S
E M
S W
O R
T H
RIGHT ABUTMENT
6 TOTAL
GATE BAY (TYP)
E
E
E
N
N
N
N
LEFT ABUTMENT
BACK CHANNEL
OHIO RIVER
EL. 692.0
LOWER POOL
GRAND AVE
NEVILLE ROAD
PIER 10
PIER 16
EL. 710.2
UPPER POOL
SCALE: 1" = 200'
GENERAL PLAN
N
FLOW
GENERAL NOTES:
G-1086
C K C
H A
N N
E L G
E N
E R
A L S
IT
E P
L
U C
C
IN
I
R T
Y S
Z K
IE
W
IC
Z
J L
O W
E
400'0 200'
SCALE: 1"=200'
SPUDDING DOWN IS NOT PERMITTED DOWNSTREAM OF THE DAM.4.
CRANE TO INSTALL.
THE ERECTION OF THE BACK CHANNEL CRANE SINCE IT REQUIRES A LAND BASED
NO WORK WILL BE PERMITTED ON DAM BRIDGE SPAN 14. THIS WILL NOT AFFECT3.
AFFECT GOVERNMENT USE OF THE EXISTING CRANES WITH THE CONTRACTING OFFICER.
THE CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL WORK THAT WOULD2.
TO PERFORM WORK.
COORDINATE MOVEMENT OF CRANES WITH CONTRACTING OFFICER AS NECESSARY
THE EXISTING CRANES ARE NOT FOR USE BY THE CONTRACTOR.1.
RESTRICTIONSG.
SALVAGEABLE. AT A PROPERLY PERMITTED, COMMERCIALLY AVAILABLE LANDFILL.
THE CONTRACTOR SHALL DISPOSE OF ALL CONSTRUCTION DEBRIS THAT IS NOT 1.
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
DAM.
OF 500 FEET UPSTREAM AND DOWNSTREAM OF THE AXIS OF BACK CHANNEL
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 UPPER POOL IS 710.2
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. THE CONTRACTOR SHALL REPAIR OR
THE CONTRACTOR SHALL EXERCISE CARE TO PROTECT ALL EXISTING UTILITIES1.
B. EXISTING FEATURES AND POOL ELEVATION
ON THE BACK CHANNEL DAM.
PROVIDED LAND. ACCESS FROM FLOATING PLATFORM IS NOT POSSIBLE
THE CONTRACTOR SHALL ACCESS THE WORK AREAS FROM GOVERNMENT 2.
FOR LIMITS OF WORK, SEE DWG G-1087.1.
A. ACCESS TO BACK CHANNEL PROJECT SITE
/s J
O H
N E
N
IT
E S P .E
M
A Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
M O
G -1
.d g n
-M
A Y -2
:4
IP
P
W P :d m s \L
E M
O
G -1
.d g n
H T S
D C
IO
R
IV
E R B
A S
IN
E M
S W
O R
T H L
O C
K S A
N D D
A M
F U
R N
IS
H A
N D I
N S
T A
L L L
O C
O M
O T
IV
E C
R A
N
T S
B U
R G
H P
A
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
W
W N -1
-B -8
CSXT RAILROAD
N
NEVILLE ISLAND
NEVILLE ROAD
B A
A N
N
M
BACK CHANNEL
OHIO RIVER
PIER 15
GATE 14
BUILDING
CONTROL
AND POLE
UTILITY
OVERHEAD
CSXT RAILROAD TRACK
OFFICER.
WITH THE CONTRACTING
SHALL BE COORDINATED
BRIDGE REPAIR CONTRACTOR
PIT AREA FOR SERVICE
BULKHEAD STORAGE
ACCESS & USE OF
GENERATOR
PIER 9
GATE 9
PLATFORM
CRANE UNLOADING
EXISTING SERVICE
C W
L
C W
L
LEGEND
CONTRACTOR WORK LIMITSCWL
EDGE OF WATER
WITHIN EXISTING FENCING.
LAYDOWN AND STAGING AREAS,
LIMITS OF CONTRACTOR
C W
L
CWL
NOTES:
N
FLOW
ABUTMENT
LEFT
ABUTMENT
RIGHT
SCALE: 1"=60'-0"
CONTRACTOR WORK LIMITS SITE PLAN
120'0 60'
SCALE: 1"=60'
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.
B A
C K C
H A
N N
G-1087
O
N T
R A
C T
O R A
C C
E S
S A
N D
W O
R K L
IM
IT
S
D B
U C
C
IN
I
R T
Y S
Z K
IE
W
IC
Z
J L
O W
E
/s J
O H
N E
N
IT
E S P .E
M
A Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
M O
G -1
.d g n
-M
A Y -2
:4
IP
P
W P :d m s \L
E M
O
G -1
.d g n
H T S
D C
IO
R
IV
E R B
A S
IN
E M
S W
O R
T H L
O C
K S A
N D D
A M
F U
R N
IS
H A
N D I
N S
T A
L L L
O C
O M
O T
IV
E C
R A
N
T S
B U
R G
H P
A
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
W
W N -1
-B -8
CERTIFIED FINAL DOCUMENTS
OF EXISTING APRON
DOWNSTREAM EDGE
C W
L C
W L
C W
T Y
P
T Y
P
AS-AW ARDED CERTIFIED FINAL
T Y
P
S
E E
R E
F E
R E
N C
E D
W G
S O
L
E M
/7
.1
O L
E M
/8
.1
A
S
B
S
U
/S S
I D
E O
N L
Y
T
Y P
A L
L P
I E
R S
S C
A L
E : 1
S C
A L
E : 1
S C
A L
E : 1
1 .
JMR/JPA
BA DAB
DAVID A. BRITTAIN, P.E.
N
E L
E V
.0
U P
P E
R P
O O
L
E L
E V
.0
L O
W E
R P
O O
L
L C S
E R
V
IC
E B
R
ID
G E
H A
N D
R A
IL
S
, A N
D S
T E
E L
G R
A T
IN
G
E X
C L
U D
E P
A
IN
T
IN
G O
F H
O
IS
T S
, B U
L K
H E
A D
S
T
R A
C K
B E
A M
E X
T E
N S
IO
N
S U
P P
O R
T F
R A
M E
B E
A M
, T R
A C
K B
E A
M S
U P
P O
R T
B R
A C
K E
T S
W A
L K
W A
Y , S
T A
IR
S
, R O
O F
IN
G
, T R
A C
K
L
IM
IT
E
D T
O , C
O L
U M
N S
, B E
A M
S , F
R A
M
IN
G
S T
R U
C T
U R
E S
T E
E L
, IN
C
L U
D
IN
G B
U T
N
E P
A R
E A
N D
P A
IN
T
B U
L K
H E
A D
S T
O R
A G
E
W A
L K
W A
Y
B E
A M
T R
A
W O
R K
IT
E
M S
4567891
3 2 1
P E
R F
O R
M S
T E
E L
R E
P A
I R
S , S
E E
N O
T E
S E
E S
H E
E T
S
IN
S
T A
L L
S U
P E
R S
T R
U C
T U
R E
J O
IN
T
S Y
S T
E M
S E
E S
H E
E T
S
IN
S
T A
L L
U /S
W A
L K
W A
Y O
N S
U P
E R
S T
R U
C T
U R
E
S E
E S
H E
E T
S
P A
R T
IA
L
R E
M O
V A
L A
N D
R E
P L
A C
E M
E N
T O
F B
R
ID
G E
D E
C K
S E
E S
H E
E T
S
R E
P L
A C
E U
/S P
IE
R
H A
N D
R A
IL
IN
G
I N
S T
A L
L N
E W
B R
I D
G E
B E
A R
I N
G S
. S E
E S
H E
E T
S
R E
M O
V E
A N
D D
IS
P
O S
E O
F E
X
IS
T
IN
G , F
U R
N
IS
H A
E S
H E
E T
S
IN
S
T A
L L
N E
W S
E R
V
IC
E C
R A
N E
R A
IL
S
Y S
T E
M
R E
M O
V E
A N
D D
IS
P
O S
E O
F E
X
IS
T
IN
G , F
U R
N
IS
H A
E S
H E
E T
E
IN
S
T A
L L
N E
W H
O
IS
T C
O N
D U
C T
O R
S Y
S T
E M
A N
D R
A
IL
R E
M O
V E
A N
D D
IS
P
O S
E O
F E
X
IS
T
IN
G , F
U R
N
IS
H A
F T
A B
U T
M E
N T
FLOW
R
IV
E R
W A
L L
E M
S W
O R
T H
L O
C K
S T
O R
A G
E P
IT
B U
L K
H E
A D
N O
T E
S T
O R
A G
E P
IT
B U
L K
H E
A D
A N
D B
U L
K H
E A
D S
T O
R A
G E
S T
R U
C T
U R
E S
T E
E L
P R
E P
A R
E A
N D
P A
IN
T
B R
ID
G
E S
U P
E R
S T
R U
C T
U R
E
E
P O
W E
R F
E E
D C
O N
D U
I T
A T
P I E
R
. S E
E S
H E
E T
S S
R E
L O
C A
T E
S E
R V
IC
E
C R
A N
E E
L E
C T
R
IC
C O
N D
U C
T O
R R
A
IL
. S
E E
S H
E E
T S
F
O R
A D
D I T
I O
N A
L W
O R
K I
T E
M S
T O
B E
C O
N D
U C
T E
D A
T T
H E
B C
D A
M
D O
C U
M E
N T
S E
V E
N I
F N
O T
S P
E C
I F
I C
A L
L Y
M E
N T
I O
N E
D I
N T
H E
L I S
T
T O
B E
P E
R F
O R
M E
D . A
L L
W O
R K
S H
A L
L B
E P
E R
F O
R M
E D
IN
A
C C
O R
D A
N C
E W
IT
H
T H
E C
O N
T R
A
N E
R A
L D
E S
C R
I P
T I O
N O
F T
H E
W O
R K
I N
V O
L V
E D
A N
D I
S N
O T
A C
O M
P L
E T
E L
I S
T I N
G O
F A
L L
W O
B E
P E
R F
O R
M E
D U
N D
E R
T H
I S
C O
N T
R A
C T
. T H
I S
L I S
T I
S I
N T
E N
D E
D T
O G
I V
E T
H E
C O
N T
R A
C T
O
.T
H E
W O
R K
IT
E
M S
L
IS
T E
D O
N T
H
IS
S H
E E
T R
E P
R E
S E
N T
A N
A B
B R
E V
IA
T
E D
S U
M M
A R
Y O
F T
H E
W O
F O
O T
S P
A N
. S E
E S
H E
E T
S
P R
E P
A R
E , P
A
IN
T , J
A C
K
R E
P L
A C
E B
E A
R
IN
G S
S E
E S
H E
E T
S
N E
W E
X T
E N
S
IO
N S
U P
P O
R T
F R
A M
E F
O R
T R
A C
K B
E A
M
R E
M O
V E
D
IS
P
O S
E O
F E
X
IS
T
IN
G , F
U R
N
IS
H
IN
S
T A
L L
B U
IL
D
IN
G
R
IV
E R
W A
L L
S U
R V
E Y
M A
R K
E R
F L
A N
G E
S A
T D
E C
K
IN
B
O A
R D
S
ID
E O
F
T Y
P A
L L
G I R
D E
R S
P L
A T
F O
R M
U P
L O
A D
IN
G
S E
R V
IC
E
C R
A N
E
S T
R U
C T
U R
E
B U
L K
H E
A D
S T
O R
A G
E
S
T R
U C
T U
R E
B U
L K
H E
A D
S T
O R
A G
E
M AIN CHANNEL W ORK ITEM
PLAN AND ELEVATION
S H
E E
T S
S
S
J A
C K
R
E S
E T
B R
I D
G E
S U
P E
R S
T R
U C
T U
R E
. S
M O
V E
E X
IS
T
E N
D D
IA
P
H R
A G
M
, IN
S T
A L
L J
A C
K
IN
G F
R A
M E
M A
C H
I N
E R
Y H
O U
S E
S . S
E E
S H
E E
T S
P A
I N
T P
I E
R A
N D
G A
T E
L E
T T
E R
I N
G O
N U
/S S
I D
E
A N
D P
I P
I N
G I
N P
I E
R R
O O
M A
T P
I E
R N
O . 1
R E
M O
V E
A N
D D
IS
P
O S
E O
F T
W O
F U
E L
S T
O R
A G
E T
A N
K S
S E
E S
H E
E T
S
C O
N C
R E
T E
W O
R K
F O
R B
E A
R
IN
G A
C C
E S
S
S
N E
W S
E R
V
IC
E C
R A
N E
U N
L O
A D
IN
G
P L
A T
F O
R M
. S E
E S
H E
E T
R E
M O
V E
A N
D D
IS
P
O S
E O
F E
X
IS
T
IN
G , F
U R
N
IS
H
IN
S
T A
L L
S
A P
P L
Y N
E W
S E
A L
A N
T A
T G
IR
D
E R
F L
A N
G E
S . S
E E
S H
E E
T
R E
M O
V E
D
IS
P
O S
E O
F E
X
IS
T
IN
G S
E A
L A
N T
R
E P
A
IR
A
E S
H E
E T
S S
, S
, S
S
A N
D F
I E
L D
A D
J U
S T
N E
W T
R A
C K
B E
A M
B
R A
C K
E T
S
R E
M O
V E
A N
D D
IS
P
O S
E O
F E
X
IS
T
IN
G . F
U R
N
IS
H
, IN
S T
A L
L
D E
T E
R I O
R A
T E
D R
I V
E T
S W
I T
H H
I G
H S
T R
E N
G T
H B
O L
T S
. S E
E S
H E
E T
S
F
O R
R E
P A
I R
D E
T A
I L
S
I N
C L
U D
I N
G B
U T
N O
T L
I M
I T
E D
T O
, S T
I F
F E
N E
R R
E P
A I R
S
E L
E C
T R
E P
L A
C E
M E
N T
. C
O N
T R
A C
T O
R S
H A
L L
P E
R F
O R
M S
T E
E L
R E
P A
IR
S
A S
A P
P R
O V
E D
B Y
T H
E C
O N
T R
A C
T
IN
G O
F F
IC
E
R
S H
E E
T S
F
O R
D E
T A
I L
S
O F
C O
N C
R E
T E
B U
L K
H E
A D
W A
L L
A T
P I E
R
. S
M O
V E
, D
IS
P O
S E
, A N
D R
E C
O N
S T
R U
C T
T O
P P
O R
T
IO
N
JUNE-2011
8/21/2013 auto_short_design-Z
R F
I
RFI-56
A L
S O
S E
E S
H E
E T
S E
E S
H E
E T
S -1
-Z
ADDITIONAL STEEL REPAIR (S-6219)2
R E
V
IS
E D
A S
-B U
IL
T
SOLICITATION NO.:
FILE NAME:
DW N BY: CKD BY:
DESIGNED BY:
DESCRIPTION
D
C
A B
M ARK APPR.
N U
M B
E R
ID
E
N T
IF
IC
A T
IO
N
S H
E E
T
O F
E N
G
IN
E E
R S
U S
A R
M Y
C O
R P
S
DATE:
FILE NUMBER:
SIZE:
SUBMITTED BY:
PLOT SCALE: PLOT DATE:
DATE
CORPS OF ENGINEERS
U. S. ARM Y ENGINEER DISTRICT
M ARK DESCRIPTION APPR.DATE
CONTRACT NO.:
CORPS OF ENGINEERS
U. S. ARM Y ENGINEER DISTRICT
T S
B U
R G
H D
IS
T
R
IC
T
PITTSBURGH, PA
OHIO RIVER
EMSW ORTH LOCKS AND DAMS
DAM - M AIN CHANNEL
SERVICE BRIDGE REPAIRS
ANSI D
F:\EMS-MC-SvrBridgeRepairs2011\as-builts 7-1-14\Service Bridge As-Builts\LEMO_553_S-1190z.dgn
H T
S D
R S
T
04-MAR-2016 08:170.083333:1
W 911W N-11-B-0003
W 911W N-12-C-0002
S C
A L
E : 1
S C
A L
E : 1
S C
A L
E : 1
S
A S
C A
L E
: 1
S
B
O F
M A
C H
IN
E
R Y
H O
U S
E S
, T Y
P
P A
IN
T
L E
T T
E R
IN
G
O N
U P
S T
R E
A M
S
ID
I X
B R
G
LL
C F
I X
B R
G
LL
L C F
I X
B R
G L
L C F
I X
B R
G L
L C F
I X
B R
G L
L C F
I X
B R
G L
L C F
I X
B R
G L
L C F
I X
B R
G L
G
A T
E B
A Y
S
T Y
P
C E
X P
B R
G C
E X
P B
R G
C E
X P
B R
G C
E X
P B
R G
C E
X P
B R
G C
E X
P B
R G
C E
X P
B R
G C
E X
P B
R G
T
Y P
T
Y P
) 5
S T
E E
L R
O O
F
C O
R R
U G
A T
E D
S P
A N
N O
. 2 S
P A
N N
O . 3
S P
A N
N O
. 4 S
P A
N N
O . 5
S P
A N
N O
. 6
S P
A N
N O
. 7 S
P A
N N
O . 8
S P
A N
N O
. 2 S
P A
N N
O . 3
S P
A N
N O
. 4 S
P A
N N
O . 5
S P
A N
N O
. 6 S
P A
N N
O . 7
S P
A N
N O
. 8
E L
E V
.0
U P
P E
R P
O
O T
F O
R U
S E
B Y
C O
N T
R A
C T
O R
S E
R V
IC
E
C R
A N
E
U S
E B
Y C
O N
T R
A C
T O
R
T R
A C
K B
E A
M
N O
T F
A N
E H
U N
G F
R
A V
E L
IN
G
H O
IS
. 1
S P
A
N N
O . 9
N O
. 1
S P
A
N N
O . 9
M A
C H
IN
E
R Y
H O
U S
E
H O
IS
T
C R
A N
E
T Y
P E
A C
H P
I E
R
M A
C H
IN
E
R Y
H O
U S
E
G A
T E
N O
. 3 G
A T
E N
O . 2
G A
T E
N O
. 1 G
A T
E N
O . 4
G A
T E
N O
. 5 G
A T
E N
O . 6
G A
T E
N O
. 7
G A
T E
N O
. 8
L L
L L
L L
L L
L C
P I E
R N
O . 1
C P
I E
R N
O . 2
C P
I E
R N
O . 3
C P
I E
R N
O . 4
C P
I E
R N
O . 5
C P
I E
R N
O . 6
C P
I E
R N
O . 7
C P
I E
R N
O . 8
C P
I E
R N
O . 9
E E
F E
E E
F E
E E
F E
E E
F E
E E
F E
E E
F E
E E
F E
E E
F E
L C P
I E
R N
O . 1
L C P
I E
R N
O . 9
O U
T S
ID
E
R E
P A
I R
U
/S
S T
IF
F
E N
E R
O U
T S
ID
E
R E
P A
I R
U
/S
S T
IF
F
E N
E R
IN
S
ID
E
R E
P A
I R
D
/S
S T
IF
F
E N
E R
F E
E E
P L
A N
D O
W N
S T
R E
A M
E L
E V
A T
IO
N
S E
C T
IO
N
S E
C T
IO
N
E L
E V
.0
E L
E V
.0
C T
O C
O F
P I E
R
7'-0"
" 1
4'-7• "
7• "
C T
O C
O F
B E
A R
I N
G
O U
T T
O O
U T
AS-AW ARDED CERTIFIED FINAL
S C
A L
E :1
/8
S C
A L
E :1
/4
S
S
A
B , C
S
D
S
B , C
L L
L L
B
R
ID
G E
S E
A T
C P
I E
R L
C P
I E
R L
C P
I E
R L
C P
I E
R L
LL
L C S
E R
V
IC
E B
R
ID
G E
W A
L K
W A
Y
H A
N D
R A
IL
E X
IS
T
G R
A T
D G
E O
F C
O N
C R
E T
E D
E C
K
L L
JMR/JPA
BA DAB
DAVID A. BRITTAIN, P.E.
T R
A C
K B
E A
M S
U P
P O
R T
FLOW
O F
P I E
R
F A
T
R A
C K
B E
A M
C D
/S G
I R
D
T E
N
T
Y P
T
Y P
T
Y P
T
Y P
T
Y P
T
Y P
T
Y P
, A L
L P
I E
R S
E L
E V
.8
B O
T P
I
E V
.3
T /O
F L
O O
R
T
Y P
E L
E V
.0
T /O
P I E
R
E L
E V
.7
T /O
S E
A T
F E
E E
F E
E
EB
O T
P I E
R O
P E
N I N
G E
L E
V
.0
H O
U S
E (T
Y P
, B E
Y O
N D
E X
IS
T
M A
C H
IN
E
R Y
D
/S G
I R
D E
R
T R
A C
K B
E A
M
C O
N T
IN
U
O U
S O
R
D
/S G
I R
D E
R
C O
N D
U C
T O
R S
Y S
T E
M
H O
IS
T
C R
A N
E
T Y
P A
L L
S P
A N
S
A T
G
IR
D E
R F
L A
N G
E
A P
P L
Y S
E A
L A
N T
C R
A N
E R
A
IL
S
S E
R V
IC
E
L
9'-3"
C U
/S G
I R
D E
R
F L
O W
G R
A T
IN
G
F R
O M
P A
IN
T
IN
G
E X
C L
U D
E G
A L
V R
A
IL
IN
G
H
A N
D R
A
IL
U /S
G
IR
D E
R
B R
A C
K E
T S
A N
D S
U P
P O
N D
U C
T O
R R
IS
T
C R
A
IL
S
C R
A
R V
IC
N D
U C
T O
R R
A
IL
S E
R V
IC
E
C R
A
N G
E R
C O
N D
U
IL
S
U P
P O
R T
C O
N D
U C
T
R V
IC
E
C R
A
P P
L Y
L
IN
E
A
IR
/W A
T
N D
U
IT
C O
M M
U N
IC
A
T
IO
C K
C O
N C
R E
O W
F L
A N
G E
P A
IN
T
T O
P
F L
A N
G E
A T
G
IR
D E
R
S E
A L
A N
T
A P
P L
Y
H A
N D
R A
IL
C A
B L
E T
R A
Y
D /S
G
IR
D E
R
W A
L K
W A
Y
G R
A T
M AIN CHANNEL
TYPICAL BRIDGE PLAN AND ELEVATION
A C
C E
S S
F O
R B
E A
R
L K
W A
Y B
R A
C K
R T
I O
N O
F
/S
M O
V E
R
E P
L A
M P
O R
A R
Y
IS
T
T R
A C
K B
E A
M
T
Y P
A C
C O
R D
A N
C E
W
IT
H T
H E
S P
E C
IF
C
A T
IO
N
S
P A
IN
T
IN
G
. P E
R F
O R
M G
A L
V A
N
IZ
IN
G
T O
U C
H -U
R D
W A
R E
W
IT
H A
G A
L V
A N
IZ
E
D F
IN
IS
H
IN
L
IE
U O
F
F U
R N
IS
H
IN
G
W A
L K
W A
Y B
R A
C K
E T
C O
M P
O N
E N
T S
A
. T
H E
C O
N T
R A
C T
O R
M A
Y A
L T
E R
N A
T
IV
E L
Y P
R O
P O
. S
E E
S H
E E
T S
F
O R
W O
R K
I T
E M
L I S
T
S E
E N
O T
E
W A
L K
W A
Y
IN
S
T A
L L
U /S
JUNE-2011
auto_short_design-Z
S -1
-Z 1 BRACKETS/FRAMING PAINTED
R E
V
IS
E D
A S
-B U
IL
T
SOLICITATION NO.:
FILE NAME:
DW N BY: CKD BY:
DESIGNED BY:
DESCRIPTION
D
C
A B
M ARK APPR.
N U
M B
E R
ID
E
N T
IF
IC
A T
IO
N
S H
E E
T
O F
E N
G
IN
E E
R S
U S
A R
M Y
C O
R P
S
DATE:
FILE NUMBER:
SIZE:
SUBMITTED BY:
PLOT SCALE: PLOT DATE:
DATE
CORPS OF ENGINEERS
U. S. ARM Y ENGINEER DISTRICT
M ARK DESCRIPTION APPR.DATE
CONTRACT NO.:
T S
B U
R G
H D
IS
T
R
IC
T
PITTSBURGH, PA
F:\EMS-MC-SvrBridgeRepairs2011\as-builts 7-1-14\Service Bridge As-Builts\LEMO_553_S-1191z.dgn
H T
S D
R S
T
04-MAR-2016 08:170.083333:1
W 911W N-11-B-0003
W 911W N-12-C-0002
S C
A L
E
S C
A L
E
S
A
S
B
S C
A L
E
S C
A L
E
S
C
P L
A N
U P
S T
R E
A M
E L
E V
A T
IO
N
E X
IS
T
IN
G
S E
C T
IO
N
N E
W S
E C
T
IO
N
W A
L K
W A
Y S
Y S
T E
M
IN
S
T A
L L
G R
A T
/S G
I R
D E
R
F
I X
E D
E N
D , T
Y P
C B
E A
R
IN
G S
E
X P
E N
D , T
Y P
C B
E A
R
IN
G S
W
IN
D O
W
P I E
R R
O
N D
U C
T O
R R
A
IL
S E
R V
IC
E
C R
A N
E
O U
T L
IN
E
(T Y
P
P
IE
R R
O O
M
IN PIER
RECESS
P I E
R F
O R
J O
I N
T S
Y S
T E
M , T
Y P
R
E C
O N
S T
R U
C T
IO
N
N C
R E
T E
R E
M O
V
N D
U C
T O
R S
U P
P O
R T
S . S
E E
N O
T E
S U
P P
O R
T S
, A N
D S
E R
V
IC
E C
R A
N E
R A
IL
F R
A M
IN
G
, W A
L K
W A
Y B
R A
C K
E T
S , G
R A
T
T N
O T
L
IM
IT
E
D T
O , G
IR
D
E R
S , D
IA
P
H R
A G
M S
S U
P E
R S
T R
U C
T U
R E
S T
E E
L
, IN
C L
U D
E P
A R
E A
N D
P A
IN
T
B R
ID
4" MIN
3"
3'-4"
1• "
1• "
3" 3"
6• " ƒ
9"
1ƒ "1† " ƒ
6• " 1‚ "
7 EQ SPA
3'-7"
C W
E B
T O
W P
2" 4" 4" 2"
1"
2" ƒ
AS-AW ARDED CERTIFIED FINAL
S C
A L
E : 1
" C
O A
T W
/ P A
I
/ T
O P
O F
C O
N C
O F
E X
I S
T P
I N
F L
U S
H
R E
M O
V E
D
I S
P O
N E
C A
R T
I C
I L
E
.3
A
C O
N D
U
IT
A T
P
IE
R S
A N
D A
L O
N G
L
IN
A C
C O
R D
A N
C E
W
C O
M P
O N
E N
T S
O V
E R
W A
L K
W A
Y . S
E C
U R
E E
X C
E S
S F
L
X
IL
IT
Y T
O O
P E
R A
T E
C O
M P
O N
E N
T S
. M
IN
IM
IZ
E E
X T
E N
S
. P
O S
I T
I O
N A
I R
/W A
T E
R S
U P
P L
Y L
I N
E T
O E
N S
U R
E F
U
W I T
H S
S U
B
O L
T S
A N
D N
U T
S A
T S
P A
C I N
G N
O T
T O
E X
C E
S T
E N
A
IR
/W A
T E
R L
IN
E
C
O M
M U
N
IC
A T
IO
N
C O
N D
U
IT
N E
W S
U P
P O
R T
S E
Q U
A L
T O
O
F T
H E
E X
I S
T I N
G S
U P
P O
R T
S
T H
E C
O N
T R
A C
T O
R S
H A
L L
A S
S U
M E
P R
O V
ID
IN
G A
Q U
A N
T
R E
C O
N D
U C
T O
R R
A
IL
S U
P P
O R
T S
T H
A N
T H
E E
X
IS
T
IN
G
S U
P P
O R
T S
W I L
L B
E R
E Q
U I R
E D
. T H
E P
R O
P O
S E
D S
Y S
T E
M H
C O
U N
T F
O R
T H
E F
A C
T T
H A
T A
D D
IT
IO
N A
L C
O N
D U
C T
P L
A C
E H
A N
G E
R S
A N
D S
U P
P L
Y N
E W
IN
-K
IN
D
H A
N G
E R
S
T H
E C
O N
T R
A C
T
IN
G O
F F
IC
E
R . T
H E
C O
N T
R A
C T
O R
S H
A
R D
W A
R E
IF
D
A M
A G
E D
O R
D E
T E
R
IO
R A
T E
D , O
R A
S D
IR
E
C T
N T
R A
C T
O R
S H
A L
L R
E P
L A
C E
E X
IS
T
IN
G
H A
N G
E R
S O
R H
A N
G
P P
O R
T S
F O
R R
E L
O C
A T
IO
N
O F
T H
E C
O N
D U
C T
O R
R A
IL
. T
E C
O N
T R
A C
T O
R S
H A
L L
IN
S
T A
L L
S A
L V
A G
E D
T R
A C
K H
A N
G
A L
L B
E P
A
IN
T E
D
IN
A C
C O
R D
A N
C E
W
IT
H T
H E
S P
E C
IF
IC
A T
IO
N
S
A L
L N
E W
S T
E E
L , E
X C
L U
D
IN
G G
R A
T
IN
G
G A
L V
A N
IZ
E
D F
E A
T U
R E
S
P R
IO
R
T O
IN
S
T A
L L
IN
G
N E
W B
R A
C K
E T
S
C L
E A
N
P R
E P
A R
E C
O N
N E
C T
IO
N
S A
R E
A S
O N
E X
IS
T
IN
G
S T
E
IS
T
IN
G
S T
E E
L T
O R
E M
A
IN
D U
R
IN
G R
E M
O V
A L
O P
E R
A T
IO
N
S
T H
E C
O N
T R
A C
T O
R S
H A
L L
T A
K E
C A
R E
N O
T T
O D
A M
A
L S
T E
E L
S H
A L
L B
E A
, U N
L E
S S
N O
T E
D O
T H
E R
W I S
E
S
A S
A
S
C
S
B
S
S
P
IN
R E
M O
V A
L D
E T
A
IL
(E X
IS
T
IN
G
C O
N D
IT
IO
N
S C
A L
E : 3
S C
A L
E
S C
A L
E : ƒ
S C
A L
E : ƒ
S C
A L
E : 3
S C
A L
E : 1
(N E
W C
O N
D
IT
IO
N
(N E
W C
O N
D
IT
IO
N
S C
A L
E :1
/2
L
C
S
G
R A
T I N
G P
A N
E L
S P
A N
F U
R N
I S
H
I N
S T
A L
L
P
P O
S T
C O
N N
E C
T
IO
N A
S S
E M
B L
Y
LEMO_553_S-3194z.dgn
1 .
L
L x x
P
B
E Y
O N x x Š
B
E Y
O N x x Š
L
Š
L x x x
S E
P
C O
N D
U C
T O
R
L
W ALKW AY
JMR/JPA
BA DAB
DAVID A. BRITTAIN, P.E.
R E
M O
V E
D
IS
P
O S
E
L x
O
C A
T
IO
N
O P
T
IO
N A
L S
P L
IC
E
L x x
L L
V
L x x x
PL
L
L C U
/S G
I R
D E
R
N E
W
P
W P
M
A X
T Y
P
D
I A
A B
O L
T S
T
Y P
F I E
L D
D R
I L
L H
O L
E S
F
P
T
Y P
S
D
I A
B O
L T
ΠD
I A
H O
L E
L x x
N O
T E
S
S
P P
L Y
L I
IR
/W A
T
L O
C A
T x x
Š
F A
C E
O F
L x
L C U
/S G
I R
D E
R
X
X
B A
S E
P x x
X
X
L x x
P
T
Y P
) S
L C U
/S G
I R
D E
R
A B
O L
T S ƒ D
I A
L
N O
T E
S
T
Y P
E L
E V
.7
F A
C E
O F
L x P
O S
T
A T
E N
D B
R A
C K
E T
W I D
T H
O F
W T
F L
A N
T E
N D
A N
G L
E F
U
E V
.7
A B
O L
T S ƒ
D
I A
H O
L E
T
Y P
S L
O T
T
Πx
P I E
R S
U P
P O
R T
S
R
E L
O C
A T
E E
X I
E P
A R
E , P
A
IN
T
A
A S
T M
W T x
N O
T E
: A L
L
IT
E M
S A
R E
E X
IS
T
IN
G
U N
O
B R
ID
G
E D
E C
K
E X
IS
T
IN
G
C O
E V
.0
E X
IS
T
IN
G
B R
A C
IN
G
E X
IS
T
IN
G
U /S
G
IR
D E
R
R A
IL
IN
G
P O
S T
D
I A
G A
L V
F U
R N
IS
H
IN
S T
A
R N
I S
H
I N
S T
A L
L L x x , A
S T
M A
F U
R N
I S
H
I N
S T
A
R N
I S
H
I N
S T
A L
L
L x
E V
.0
G R
A T
IN
G
S T
E E
L G
A
I
S T
A L
L
R N
IS
A C
IN
G
E X
IS
T
IS
T
IN
G
U /S
G
IR
D E
R
E X
IS
T
IN
G
P
IE
R
F A
C E
/O
E X
I S
T P
I E
R
L C R
A I L
C
U /S
G I R
D E
R
B E
Y O
N D
L
S U
P P
L Y
L
IN
E
R E
L O
C A
T E
A
IR
/W A
T
A S
E P
T
Y P
R A
IL
IN
G , P
O S
T
D
I A
G A
L V
F U
R N
IS
H
IN
S T
A
H E
L E
C T
R
IC
A L
W O
R K
R A
IL
F
O R
R E
L O
C A
T
IO
N . C
O O
R D
IN
A
IS
T
S E
R V
IC
E
C R
A N
E C
O N
D U
C T
M O
V E
S
A L
V A
G E
C R
A N
E C
O N
D U
C T
O R
R A
IL
IN
S
T A
L L
S A
L V
A G
E D
S E
R V
IC
N D
U C
T O
R R
A
IL
IN
S
T A
L L
S A
L V
A G
E D
S
E E
N O
T E
H A
N G
E
IS
T
IN
G
T R
A
M O
V E
S
A L
V A
G E
B R
ID
G
E S
P A
N (1
E
A B
R
ID
G E
S P
A N
A T
E N
D W
A L
K W
A Y
B R
A C
K E
T O
N E
A
C L
U D
E C
O N
D U
C T
O R
R A
IL
S
U P
P O
E T
W E
E N
S U
P P
O R
N T
IN
U
O U
S M
O U
N T
IN
G
R E
M O
V E
A N
D D
IS
P
O S
E O
F
O F
R A
I L
I N
G
P O
S T
S
R E
M O
V E
D
IS
P
O S
E
C O
M M
U N
IC
A
T
IO
N C
O N
D U
IT
R E
L O
C A
T E ƒ
L D
S F
L U
S H
O F
S T x
.5 , G
R
IN
D
R E
M O
V E
D
I S
P O
E N
O T
E
A I R
/W A
T E
R S
U P
P L
Y L
I
E P
A R
E
P A
IN
T
R E
L O
C A
T
E N
O T
E
C O
M M
U N
IC
A
T
IO
N C
O N
D U
IT
P R
E P
A R
E
P A
IN
T
R E
L O
C A
T E
D T
O E
B O
A R
D
(C O
N T
IN
U
O x x
L
R N
IS
H
IN
S T
A
E
D G
E A
N C
H O
R S
D R
I L
L
D
I A
S S
T R
A C
K H
A N
G E
R S
S
E E
N O
T E
IN
S
T A
L L
S A
L V
A G
E D
A N
D /O
R N
E W L
H
IG
H
P I P
E S
L E
E V
E
D
IA
G
IR
D E
R S
S E
A L
A N
T , T
Y P
B O
T H
A P
P L
Y C
O N
T
IN
U O x
R N
IS
H
IN
S T
A
SECTIONS AND DETAILS
(H A
N D
R A
IL
S T
A N
D A
R D
P
IP
E
D
I A
G A
L V
C O
N D
U
IT
R E
L O
C A
T E
D ƒ
C
O M
M U
N
IC
A T
Š
A T
P I E
O N
D U
IT
T
O A
N G
L E
F A
S T
E N
S U
P P
L Y
L I
T
H
A N
C H
O R
S
M I N x
L
O N
G
P I E
R C
G A
L V
L x x
L
L V
JUNE-2011
N E
W
N E
W
E N
D S
P A
N E
A
S P
L I C
E S
E
A
R F
I
R F
I
REVISED PER RFI-59 8/21//2013
10/01/2013
L
IM
IT
O
F D
E M
O
S -3
-Z
REVISED PER RFI-63
R E
V
IS
E D
A S
-B U
IL
T
SOLICITATION NO.:
FILE NAME:
DW N BY: CKD BY:
DESIGNED BY:
DESCRIPTION
D
C
A B
M ARK APPR.
N U
M B
E R
ID
E
N T
IF
IC
A T
IO
N
S H
E E
T
O F
E N
G
IN
E E
R S
U S
A R
M Y
C O
R P
S
DATE:
FILE NUMBER:
SIZE:
SUBMITTED BY:
PLOT SCALE: PLOT DATE:
DATE
CORPS OF ENGINEERS
U. S. ARM Y ENGINEER DISTRICT
M ARK DESCRIPTION APPR.DATE
CONTRACT NO.:
T S
B U
R G
H D
IS
T
R
IC
T
PITTSBURGH, PA
F:\EMS-MC-SvrBridgeRepairs2011\as-builts 7-1-14\Service Bridge As-Builts\LEMO_553_S-3194z.dgn
H T
S D
R S
T
04-MAR-2016 08:180.083333:1
W 911W N-11-B-0003
W 911W N-12-C-0002
S C
A L
E :3
/4
S C
A L
E : 3
S C
A L
E :1
/2
F U
R N
I S
H
I N
S T
A L
L L x
O N
T E
L E
V A
T
IO
N S
ID
E
E L
E V
A T
IO
N
P L
A N
S E
C T
IO
N
S E
C T
C T
C T
IO
N
D E
T A
IL
D E
T
8" ƒ
S
P A
C I N
G
T Y
P
E Q
E Q
1'-6"
2• "
AS-AW ARDED CERTIFIED FINAL
L C
P I E
R
C T
Y P
I C
A L
P I E
R
, U
N O
L C P
I E
R
L C R
A
IL
L
L
L
L
S
S
S C
A L
E
S C
A L
E : 1
S C
A L
E : 1
S C
A L
E :1
/2
S C
A L
E :3
/8
S
E
LEMO_557_S-5211z.dgn
W O
R K
P O
IN
T
L ƒ x
F
I L
L
PL
ƒ x
F
I L
L
PL
L B
E N
T P
(T Y
P , O
N B
R
ID
G E
T O
R E
M
IS
T
IN
G
F
IL
L P
T
Y P
T
Y P
8'-0"
F A
C E
O F
R E
C E
S S
R A
I L
C L
I P
T
Y P
SERVICE CRANE RAIL
JMR/JPA
BA DAB
DAVID A. BRITTAIN, P.E.
G
IR
D E
R
C U
S
G
IR
D E
R
C D
S
N
FLOW
N O
T E
S
A
S C
E R
A I L
T O
A
S C
E R
A I L
B E
N T
P (C
O N
F O
R M
(1/8" +/- TOLER)
L C S
E R
V
IC
E B
R
ID
G E
S Y
M M
E T
R
IC
A L
A B
O
C E
C O
N T
IN
U
O U
S W
E L
D E
D R
R N
IS
H
A N
D
IN
S T
A L
L N
E W
R E
M O
V E
D
I S
P O
S E
O F
E X
I S
T
P I E
R R
A I L
P L
A T
E
T Y
P
F U
R N
IS
H
A N
D
IN
S T
A L
L N
E W
R E
M O
V E
D
I S
P O
S E
O F
E X
I S
T
T
Y P
D
IA
B
O L
T S
H
O L
E S
F O
R
F O
R ƒ
B
O L
T S
F
I L
L P
P
I E
R R
A I L
P
F
I L
L P
. D R
I L
L
T A
P
Ž D
I A
H O
L E
S I
N B
E N
T P ƒ D
I A
A
B O
L T
S W
I T
H
L
L
L
L
T /O
P I E
R T
/O P
I E
R
R E
Q U
I R
E M
E N
T S
O F
N O
T E
S
H A
L L
A P
P L
Y
A D
D
IT
IO
N
A L
W E
L D
IN
G
, M A
Y B
E R
E Q
U
IR
E D
A S
R E
S U
L T
. T H
E
R E
J E
C T
E D
. F
IE
L D
A D
J U
S T
M E
N T
S , S
U C
H A
S C
U T
T
IN
G O
R
A D
D
IT
IO
N
A L
L E
N G
T H
M A
Y B
E R
E Q
U
IR
E D
IF
T
H E
R M
IT
E
W E
L D
S
L E
N G
T H
O F
R A
I L
S E
C T
I O
N T
O A
C C
O U
N T
F O
R T
H E
F A
C T
T H
A T
. T
H E
C O
N T
R A
C T
O R
IS
R
E S
P O
N S
IB
L
E T
O F
U R
N
IS
H A
D D
IT
IO
N A
L
W E
L D
E D
G E
S
B E
A M
I N
I M
U M
O F
C
L R
B E
T W
E E
N A
L L
C L
I P
S
T H
E R
M I T
E
P O
S
IT
IO
N
E D
E Q
U A
L L
Y B
E T
W E
E N
R A
IL
C
L
IP
S . T
H E
R E
S H
A L
L
L O
C A
T
IO
N S
S U
C H
T H
A T
T H
E T
H E
R M
IT
E
W E
L D
W
IL
L B
E
. T
H E
C O
N T
R A
C T
O R
I S
R E
S P
O N
S I B
L E
T O
S E
L E
C T
R A
I L
S P
L I C
E
T R
A C
K F
O R
A
S C
E R
A I L
, O R
A P
P R
O V
E D
E Q
U A
L
. W
H E
E L
S T
O P
S H
A L
L B
E
I W
W
H E
E L
S T
O P
B Y
A T
L A
N T
I C
R E
L A
T I V
E T
O T
H E
E X
I S
T I N
G G
I R
D E
R C
E N
T E
R L
I N
E
. R
A I L
C E
N T
E R
L I N
E S
H A
L L
B E
I N
S T
A L
L E
D W
I T
H I N
R A
I L
S Y
S T
E M
C R
A N
E F
R O
M T
H E
E X
I S
T I N
G R
A I L
S Y
S T
E M
T O
T H
E N
E W
A N
D P
R O
V I D
I N
G S
A F
E T
R A
N S
F E
R O
F T
H E
E X
I S
T I N
G S
E R
V I C
E
. T
H E
C O
N T
R A
C T
O R
IS
R
E S
P O
N S
IB
L
E F
O R
C O
O R
D
IN
A T
F I C
E R
B E
R E
M O
V E
D I
N A
M A
N N
E R
A P
P R
O V
E D
B Y
C O
N T
R A
C T
I
. E
X
IS
T
IN
G R
A
IL
, R A
IL
C
L
IP
S
P
IE
R R
A
IL
P L
A T
E S
S H
A
H A
N D
R A
IL
, T
Y P
C O
N D
U C
T O
R R
A
IL
S E
R V
IC
E
C R
A
L O
C A
T E
D
C O
N D
U C
T O
R C
O N
D U
IT
S E
R V
IC
E
C R
A
L O
C A
T E
D
T E
M P
E R
A T
U R
E
T E
R M
IN
A
T E
R A
IL
A
T
S P
L I C
E , S
E E
N O
T E
C R
A
IL
S E
C T
IO
N4
T /O
P I E
R T
/O P
I E
R
2• "
F
I L
L P
P
I E
R R
A I L
P
L
L P
I E
R R
A I L
P
LL
x ƒ x
F
I L
L P
T /O
R A
I L
PLAN, ELEVATIONS, AND SECTIONS
A N
C H
O R
A G
E (P
IE
R
O
N L
Y
F U
R N
IS
H
A N
D
IN
S T
A L
L N
E W
R
M O
V E
D
I S
P O
S E
O F
E X
I S
T
S E
E N
O T
E
S T
O P
T
Y P
, 4 E
N D
S
IN
S
T A
L L
N E
W W
H E
O P
. F U
R N
IS
H
A
E X
I S
T W
H E
M O
V E
A N
D D
IS
P
O
S
JUNE-2011
A S
-B U
IL
T
S -5
-Z
SOLICITATION NO.:
FILE NAME:
DW N BY: CKD BY:
DESIGNED BY:
DESCRIPTION
D
C
A B
M ARK APPR.
N U
M B
E R
ID
E
N T
IF
IC
A T
IO
N
S H
E E
T
O F
E N
G
IN
E E
R S
U S
A R
M Y
C O
R P
S
DATE:
FILE NUMBER:
SIZE:
SUBMITTED BY:
PLOT SCALE: PLOT DATE:
DATE
CORPS OF ENGINEERS
U. S. ARM Y ENGINEER DISTRICT
M ARK DESCRIPTION APPR.DATE
CONTRACT NO.:
T S
B U
R G
H D
IS
T
R
IC
T
PITTSBURGH, PA
F:\EMS-MC-SvrBridgeRepairs2011\as-builts 7-1-14\Service Bridge As-Builts\LEMO_557_S-5211z.dgn
H T
S D
R S
T
04-MAR-2016 08:180.083333:1
W 911W N-11-B-0003
W 911W N-12-C-0002
P L
A N
E L
E V
A T
IO
N
S E
C T
IO
N
S E
C T
IO
N
E L
E V
A T
IO
N
P L
A N
R A
IL
A
N C
H O
R A
G E
W H
E E
L S
T O
P
Š
Š
S
A , C
S
B , D
T
Y P
A N
C H
O R
B O
L T
L C
D
I A
A B
O L
T
L F
I L
L P
D
I A
A B
O L
T
H
O L
E F
O R
S T
O P
S O
N L
Y
C L
IP
S
A T
W H
E E
L
E X
C L
U D
E R
A
IL
R A
I L
F I L
L P
L
R 1'-
9"
2"
2"
11"
8"1• " 1• "
11"
8"1• " 1• "
S
P A
C E
S
M A
X
E
Q U
A L
S P
A C
E S
E Q
E Q
AS-AW ARDED CERTIFIED FINAL
S
C
S
D
S
E
S
A
S
B
S C
A L
E : 1
S C
A L
E : 1
S C
A L
E : 1
(E X
IS
T
IN
G
C O
N D
IT
IO
N
(E X
IS
T
IN
G
C O
N D
IT
IO
N
S C
A L
E :ƒ
(G A
L V
A N
IZ
E
A F
T E
R F
A B
R
IC
A T
IO
N
S C
A L
E : 1
S C
A L
E : 1
P
I E
R
(R E
C O
N S
T R
U C
T E
D C
O N
D
IT
IO
N
(R
E C
O N
S T
R U
C T
E D
C O
N D
IT
IO
N
(R E
C O
N S
T R
U C
T E
D C
O N
D
IT
IO
N
S C
A L
E :1
/2
S C
A L
E :3
/4
FLOW
LEMO_557_S-5212z.dgn
1 .
L G
R O
U T
P O
C K
E T
G R
O U
T P
O C
K E
T
F
IL
L P
T O
R E
M A
IN
L
L
L L
L
L
SERVICE CRANE RAIL
DETAILS
JMR/JPA
BA DAB
DAVID A. BRITTAIN, P.E.
E X
IS
T
IN
G
G
IR
D E
R
C O
N C
R E
T E
D E
C K x x
F
I L
L E
R P
F I L
L E
R P x x
N -S
H R
IN
K
G R
O U
T
N O
N -S
H R
IN
K
G R
O U
T
N O
T E
: R A
I L
C
L I P
S N
O T
S H
O W
N F
O R
C L
A R
I T
Y
E X
IS
T
IN
G
G
IR
D E
R
R E
M O
V E
D
IS
P
O S
E R
A
IL
R A
IL
C
L
IP
B
O L
T
R E
M O
V E
D
I S
P O
A
IL
B R
A C
K
I
M O
V E
G R
O U
T
IN
G R
O U
T P
O C
K E
T
N O
T E
N O
T E
S
P R
IO
R
T O
N E
W R
A
IL
IN
S
T A
L L
A T
IO
N
F O
L L
O W
IN
G
R A
IL
R
E M
O V
A L
A N
D
C L
E A
N
P A
I N
T T
/O G
I R
D E
R S
T E
X
X
IS
R
E M
O V
E D
A F
T E
R G
R O
U T
W I T
H T
/O P
I E
R
A N
C H
O R
F L
U
T E
X
IS
T
E N
O T
E S
, 2
C L
I P
B A
S E
F
IE
L D
W E
L D
E D
R A
IL
E X
IS
T
IN
G
F
IL
L P
E L
E V
.1
B A
S E
O F
R A
IL
E L
E V
.1
B A
S E
O F
R A
IL
G A
L V
A D
H E
S
IV
E A
N C
H O
R
D
I A
H O
L E
F O
R
Y P
L
O N
G , 4
E N
D S
O U
T L
I N
E O
F B
E N
T
PL
W
IT
H L
E V
E L
IN
G
N U
T (T
Y P
G A
L V
A D
H E
S
IV
E A
N C
H O
R
D R
I L
L
G R
O U
T ƒ
D
/S G
I R
D E
R O
N L
Y
T O
B E
R E
L O
C A
T
IR
/W A
T E
R S
U P
P L
Y L
IN
E
T
Y P
L
O N
G , 4
E N
D S
R A
IL
, 8
A S
C E
C O
N T
IN
U
O U
S W
E L
D E
D
F U
R N
IS
H
IN
S T
A
IL
, 8
A
S C
E
C O
N T
IN
U
O U
S W
E L
D E
D
F U
R N
IS
H
IN
S T
A
IL
, 8
A S
C E
C O
N T
IN
U
O U
S W
E L
D E
D
F U
R N
IS
H
IN
S T
A
L
L P
L A
T E
L O
C A
T I O
N S
T
Y P
C L
I P
R
A I L
C L
I P
B O
L T
A T
F U
R N
IS
H
IN
S T
A L
L R
L K
W A
Y G
R A
T
IN
G
F U
R N
IS
H
IN
S T
A L
L
R E
M O
V E
D
IS
P
O S
E O
F R
A
IL
R A
IL
C
L
IP
B
O L
T
R E
M O
V E
D
I S
P O
S E
O F
R E
M O
V E
D
I S
P O
S E
O F
P I E
R R
A I L
P
P
IE
R R
A
IL
P L
A T
E
F U
R N
IS
H
IN
S T
A L
L
S T
U D
B O
L T
S (T
Y P
, R A
IL
A
N C
H O
R A
G E
D R
I L
L
T A
P F
O R
L V
A D
H E
S
IV
E A
N C
H O
R
D
I A
H O
L E
F O
R
W G
R O
U T
P O
C K
E T
A T
P I E
R
A N
D R
E M
O V
E C
O N
C R
E T
E T
O F
O R
M
P
IE
R
. C O
N T
R A
C T
O R
S H
A L
L S
A W
C U
T
G R
O U
T P
O C
K E
T I
S N
O T
P R
E S
E N
T O
N
S E
E N
O T
E
T
Y P
F
IL
L P
L A
T E
L O
C A
T O
N S
C L
I P
R
A I L
C L
I P
B O
L T
A T
F U
R N
IS
H
IN
S T
A L
L R
L E
R P
L A
T E
S
P I E
R R
A I
R N
IS
H
IN
S T
A
R Q
U E
A S
R E
C O
M M
E N
D E
D
A D
J U
S T
M E
N T
, O R
A S
R E
C O
M M
E N
D E
D B
Y R
A
IL
C L
IP
M
A N
U F
A C
T U
R E
R
. I
N S
T A
L L
R A
I L
C L
I P
S T
O P
R O
V I D
E
C
L E
A R
A
S S
H O
W N
A
F T
E R
I N
F I L
L P
L A
T E
, T O
R E
M A
I N
, D U
R I N
G F
I E
L D
W E
L D
I N
G O
F N
E W
R A
I L
C L
I P
S
. C
O N
T R
A C
T O
R S
H A
L L
N O
T D
A M
A G
E E
X
IS
T
IN
G C
O U
N T
E R
S U
N K
R
IV
E T
S
S H
A L
L B
E R
E P
A I R
E D
I N
A C
C O
R D
A N
C E
W I T
H A
S T
M A
. A
N Y
D A
M A
G E
D G
A L
V A
N
IZ
E D
C O
A T
IN
G
, B Y
F
IE
L D
W E
L D
S O
R O
T H
E R
T H
E R
A I L
C E
N T
E R
L I N
E
P E
R C
L I P
P E
R R
A I L
A
P P
L I E
D I
N A
D I R
E C
T I O
N P
E R
P E
N D
I C
U L
A R
T O
C O
N T
R A
C T
O R
F O
R A
N U
N F
A C
T O
R E
D S
I D
E T
H R
U S
T F
O R
C E
O F
.7
K I P
S
T O
, C L
I P
S , B
O L
T S
A N
D F
I E
L D
W E
L D
S , S
H A
L L
B E
D E
S I G
N E
D B
Y T
H E
. S
E R
V
IC
E C
R A
N E
R A
IL
S
Y S
T E
M
, IN
C L
U D
IN
G
B U
T N
O T
L
IM
IT
E
D
U
/S G
I R
D E
R O
N L
Y
T O
B E
R E
L O
C A
T E
D
C O
M M
U N
IC
A
T
IO
N L
IN
E
T O
B E
R E
L O
C A
T E
D
C O
M M
U N
IC
A
T
IO
N L
IN
E
S E
E N
O T
E
C
L E
A R
S E
A T
R E
C E
S S
F A
C E
O F
B R
ID
G
E
S E
A T
R E
C E
S S
F A
C E
O F
B R
ID
G
E
S E
A T
R E
C E
S S
F A
C E
O F
B R
ID
G
E
S E
A T
R E
C E
S S
F A
C E
O F
B R
ID
G
E
R
A I L
P
R
A I L
P
F I L
L H
O L
E
T Y
P
D
IA
G
R O
U T
F I L
L H
O L
E
T Y
P
D
IA
G
R O
U T x ƒ x
F
I L
L E
R
PL
L R
A I L
P
JUNE-2011
R F
I
N E
W
R E
V
IS
E D
A S
-B U
IL
T
S -5
-Z RFI-59
SOLICITATION NO.:
FILE NAME:
DW N BY: CKD BY:
DESIGNED BY:
DESCRIPTION
D
C
A B
M ARK APPR.
N U
M B
E R
ID
E
N T
IF
IC
A T
IO
N
S H
E E
T
O F
E N
G
IN
E E
R S
U S
A R
M Y
C O
R P
S
DATE:
FILE NUMBER:
SIZE:
SUBMITTED BY:
PLOT SCALE: PLOT DATE:
DATE
CORPS OF ENGINEERS
U. S. ARM Y ENGINEER DISTRICT
M ARK DESCRIPTION APPR.DATE
CONTRACT NO.:
T S
B U
R G
H D
IS
T
R
IC
T
PITTSBURGH, PA
F:\EMS-MC-SvrBridgeRepairs2011\as-builts 7-1-14\Service Bridge As-Builts\LEMO_557_S-5212z.dgn
H T
S D
R S
T
04-MAR-2016 08:180.083333:1
W 911W N-11-B-0003
W 911W N-12-C-0002
P
IE
R R
A
IL
P L
A T
E
S E
C T
IO
N
S E
C T
IO
N
S E
C T
IO
N
S E
C T
IO
N
S E
C T
IO
N
S E
E N
O T
E S
C L
I P
B A
S E
F
IE
L D
W E
L D
E D
R A
IL
S C
A L
E :ƒ
(G A
L V
A N
IZ
E
A F
T E
R F
A B
R
IC
A T
IO
N
P
I E
R S
P
IE
R R
A
IL
P L
A
M A
X
M A
X
E L
.5
T O
P O
F R
O
D A
M A
P R
O N
B A
S E
L I N
E A
T D
/S E
D G
E
C O
M B
IN
A
T
IO
N W
A L
L
L E
F T
B A
N K
A B
U T
M E
N T
W A
L L
L E
F T
B A
N K
E X
P A
N S
IO
N
L
IM
IT
:1
F L
O W
F U
R N
IS
H
E D
A P
R O
N B
U L
K H
E A
D
IN
S
T A
L L
A N
D M
A
IN
T A
IN
G
O V
E R
N M
E N
T
F U
R N
IS
H
E D
A P
R O
N B
U L
K H
E A
D
IN
S
T A
L L
A N
D M
A
IN
T A
IN
G
O V
E R
N M
E N
T
E X
P A
N S
IO
N
L
IM
IT
:1
F L
O W
L
IM
IT
S
O F
S T
A G
E
G R
O U
T B
A G
IN
S
T A
L L
A T
IO
N
.5
H :1
V
S C
O U
R P
R O
T E
C T
IO
N
L I M
I T
S O
F G
R O
U T
B
.4
T O
P O
F R
O C
K
E L
.4
T O
P O
F R
O C
K
O F
G R
O U
T B
A G
S L
I M
I T
S O
F
R O
W S
B A
G
IN
S T
A L
L A
T
IO
N
L I M
I T
O F
S T
A G
E
G R
O
E M
E N
T E
L
.0
T O
P O
F C
I P
A P
R O
N T
I E
I N
O F
G R
O U
T B
A G
S L
I M
I T
S O
F
R O
W S
D E
R R
IC
K
S T
O N
E
L
IM
IT
S
O F
R E
U S
E D
S E
E S
E C
T I O
N A
B
E D
D
IN
G
M A
X
T O
P O
F D
A M
A P
R O
N
B E
Y O
N D
T O
P O
F G
R O
U T
B A
G
C O
V E
R E
D W
IT
H
G E
O G
R
ID
B
E D
D
IN
G M
A T
E R
IA
L
.5
H :1
V
E X
IS
T
IN
G
R
IV
E R
B E
D
E X
C A
V A
T
IO
N L
IN
E
E X
IS
T
IN
G
R
IV
E R
B E
D
E X
C A
V A
T
IO
N L
IN
E
D E
R R
IC
K
S T
O N
E T
O P
O F
R E
U S
E
LPB
-1
S C
A L
E : 1
OHIO RIVER
FLOW
D A
M A
P R
O N
M
IN
. E L
. 6 .0
L O
W E
R P
O O
L
M
IN
. E L
. 7 .0
U P
P E
R P
O O
L
L. BOSETTI
C
GROUT BAG SCOUR PROTECTION
STAGE 3
GROUT BAG PLAN
S T
A G
E
G R
O U
T B
A G
P L
A N
A
C
B
C
S C
A L
E : 1
C
S E
C T
IO
N
S C
A L
E : 1
C
S E
C T
IO
N
C
C
D
C
P L
A N
N
O T
E S
, S E
E D
W G
C
F O
R G
R O
U T
B A
G C
O N
S T
R U
C T
T E
PG
S C
A L
E :1
S C
A L
E : 1
A B
/s/ BETH L. SCHNELLER, P.E.
SOLICITATION NO.:
FILE NAME:
DW N BY: CKD BY:
DESIGNED BY:
DESCRIPTION
D
C
A B
M ARK APPR.
DATE:
SIZE:
SUBMITTED BY:
PLOT SCALE: PLOT DATE:
DATE M ARK DESCRIPTION
CONTRACT NO.:
DATE APPR.
o f E n g in e e r s
U S
A rm y C o rp s
PITTSBURGH, PENNSYLVANIA
PITTSBURGH DISTRICT
U.S. ARM Y CORPS OF ENGINEERS
P itts b u rg h
D is tric t
ID
E
N T
IF
IC
A T
IO
N
S H
E E
T
H :\O h io
R iv e rL
D \E m s w o rth
\E M
S -B
C
S c o u r2
\s h e e t\L
E M
O
C -1
.d g n
H4TSDRST
23-MAR-2016 09:36
LEMO_561_C-1063.dgn
0.083333:1
OHIO RIVER
EMSW ORTH LOCKS AND DAM
W 911W N-10-B-0006
34"x22"
LEFT ABUTMENT STABILIZATION & SCOUR PROTECTION
BACK CHANNEL DAM
4 JANUARY 2010
W 911W N-10-C-0012
C C
C P
I E
R
P
I E
R
P
I E
R
P
I E
R
G A
T E
B A
Y
P I E
R aa
(G A
T E
R E
S T
R
IC
T E
D
G A
T E
B A
Y
G
A T
E C
L O
S E
D
G A
T E
B A
Y
(G A
T E
R E
S T
R
IC
T E
D
G A
T E
B A
Y
3+00
3+50
4+00
4+50
5+00
5+50
6+00
6+50
7+00
7+50
STA 7+32.0
STA 4+89.2
STA 6+03.2
STA 3+75.2
STA 2+61.2
.5
H :1
V
.5
H :1
V
.5
H :1
V
.5
H :1
V
E L
.0
E L
.0
STA 4+89.2
H
:1 V
STA 3+75.2
E L
.4
.5
.5
"1
O F
D A
M A
P R
O N
B A
S E
L I N
E A
T D
/S E
D G
E
A B
U T
M E
N T
W A
L L
R
IG
H T
B A
N K
C
O N
S T
R U
C T
E D
B Y
O T
H E
R S
C O
M B
IN
A
T
IO
N W
A L
L
R
IG
H T
B A
N K
E X
P A
N S
IO
N
L
IM
IT
:1
F L
IM
IT
S
O F
S T
A G
E
G R
O U
T B
A G
IN
S
T A
L L
A T
IO
N
S C
O U
R P
R O
T E
C T
IO
N
L I M
I T
S O
F G
R O
U T
B
G
IN
S T
A L
L A
T
IO
N
L I M
I T
O F
S T
A G
E
G R
O
M
I T
S O
F
R O
W S
O F
G R
O U
T B
A G
S
E L
E M
E N
T E
L
.0
T O
P O
F C
I P
A P
R O
N T
I E
I N
F U
R N
IS
H
E D
A P
R O
N B
U L
K H
E A
D
IN
S
T A
L L
A N
D M
A
IN
T A
IN
G
O V
E R
N M
E N
T
D E
R R
IC
K
S T
O N
E
L
IM
IT
S
O F
R E
U S
E D
N
S C
O U
R P
R O
T E
C T
IO
N
A L
L U
V
IU
M A
N D
F O
R M
E R
E X
IS
T
R
IV
E R
B E
D
.5
H
:1 V
.5
(M
IN
M A
X
C O
V E
R E
D W
IT
H
G E
O G
R
ID
B
E D
D
IN
G M
A T
E R
IA
R R
IC
K
S T
O N
E
O N
E L
A Y
E R
L
IM
IT
S
B O
T H
L A
T E
R A
L L
Y A
N D
L O
N G
IT
U
D
IN
A L
L Y
C A
R R
Y D
E R
R
IC
K S
T O
N E
T O
T O
P O
F E
X C
A V
A T
IO
N
T O
P O
F G
R O
U T
B A
G
T O
P O
F G
R O
U T
B A
G S
S T
O N
E L
A Y
E R
T O
M A
T
A C
E R
E U
S E
D G
R A
D
O U
R P
R O
T E
C T
IO
N
A L
L U
V
IU
M A
N D
F O
R M
E R
E X
IS
T
R
IV
E R
B E
D
.5
.5
.5
.5
S C
O U
R P
R O
T E
C T
IO
N
A L
L U
V
IU
M A
N D
F O
R M
E R
E X
IS
T
R
IV
E R
B E
D
.5
.5
.5
.5
(M
IN
M A
X
E L
. V A
R
IE
S
T O
P O
F R
O C
K T
O P
O F
G R
O U
T B
A G
D E
R R
IC
K
S T
O N
E
O N
E L
A Y
E R
O F
L
IM
IT
S
B O
T H
L A
T E
R A
L L
Y A
N D
L O
N G
IT
U
D
IN
A L
L Y
C A
R R
Y D
E R
R
IC
K S
T O
N E
T O
T O
P O
F E
X C
A V
A T
IO
N
S T
O N
E
D E
R R
IC
K
R E
U S
E D
T O
P O
F G
R O
U T
B A
G S
S T
O N
E L
A Y
E R
T O
M A
T
A C
E R
E U
S E
D G
R A
D
-1
S C
A L
E : 1
OHIO RIVER
FLOW
D A
M A
P R
O N
M
IN
. E L
. 6
.0
L O
W E
R P
O O
L
M
IN
. E L
. 7 .0
U P
P E
R P
O O
L
L. BOSETTI
GROUT BAG SCOUR PROTECTION
STAGE 6
GROUT BAG PLAN
S T
A G
E
G R
O U
T B
A G
P L
A N
S C
A L
E : 1
A N
Y S
T A
G E
O F
T H
E W
O R
K A
S O
R D
E R
E D
B Y
T H
E C
O N
T R
A C
T I N
G O
F F
I C
E R
T E
M P
O R
A R
Y F
L A
N K
IN
G
D E
T A
IL
T
O B
E U
S E
D D
U R
IN
G
W O
R K
S T
O P
P A
G E
D U
R
IN
G
N O
T E
S E
C T
IO
N
T E
M P
O R
A R
Y F
L A
N K
IN
G
D E
T A
IL
C
, C
, C
, C
C
S C
A L
E : 1
A N
Y S
T A
G E
O F
T H
E W
O R
K A
S O
R D
E R
E D
B Y
T H
E C
O N
T R
A C
T I N
G O
F F
I C
E R
T E
M P
O R
A R
Y F
L A
N K
IN
G
D E
T A
IL
T
O B
E U
S E
D D
U R
IN
G
W O
R K
S T
O P
P A
G E
D U
R
IN
G
N O
T E
S E
C T
IO
N
T E
M P
O R
A R
Y F
L A
N K
IN
G
D E
T A
IL
C
, C
, C
, C
C
P L
A N
N
O T
E S
, S E
E D
W G
C
F O
R G
R O
U T
B A
G C
O N
S T
R U
C T
T E
PG
S C
A L
E :1
S C
A L
E : 1
CD
/s/ BETH L. SCHNELLER, P.E.
SOLICITATION NO.:
FILE NAME:
DW N BY: CKD BY:
DESIGNED BY:
DESCRIPTION
D
C
A B
M ARK APPR.
DATE:
SIZE:
SUBMITTED BY:
PLOT SCALE: PLOT DATE:
DATE M ARK DESCRIPTION
CONTRACT NO.:
DATE APPR.
o f E n g in e e r s
U S
A rm y C o rp s
PITTSBURGH, PENNSYLVANIA
PITTSBURGH DISTRICT
U.S. ARM Y CORPS OF ENGINEERS
P itts b u rg h
D is tric t
ID
E
N T
IF
IC
A T
IO
N
S H
E E
T
H :\O h io
R iv e rL
D \E m s w o rth
\E M
S -B
C
S c o u r2
\s h e e t\L
E M
O
C -1
.d g n
H4TSDRST
23-MAR-2016 09:36
LEMO_561_C-1066.dgn
0.083333:1
OHIO RIVER
EMSW ORTH LOCKS AND DAM
W 911W N-10-B-0006
34"x22"
LEFT ABUTMENT STABILIZATION & SCOUR PROTECTION
BACK CHANNEL DAM
4 JANUARY 2010
W 911W N-10-C-0012
C
C P
I E
R
P
I E
R
P
I E
R
0+00
0+50
1+00
1+50
2+00
2+50
3+00
G
A T
E C
L O
S E
D
G A
T E
B A
Y
(G A
T E
R E
S T
R
IC
T E
D
G A
T E
B A
Y
STA 2+61.2
STA 1+47.2
STA 0+06.5
STA 1+47.2
S T
A
.5
B E
D D
IN
G
N O
N W
O V
E N
G E
O T
E X
T
IL
E T
O P
O F
R O
C K
A P
P R
O X
IM
A
T E
D E
R R
IC
K
S T
O N
E
E X
C A
V A
T
IO
N L
IN
E
E X
C A
V A
T
IO
N L
IN
E
E X
IS
T
IN
G
R
IV
E R
B
B E
D D
IN
G
N O
N W
O V
E N
G E
O T
E X
T
IL
E
T O
P O
F R
O C
K A
P P
R O
X
IM
A T
E
D E
R R
IC
K
S T
O N
E
E X
C A
V A
T
IO
N L
IN
E
E X
C A
V A
T
IO
N L
IN
E
E X
IS
T
IN
G
R
IV
E R
B
O U
T -F
IL
L
E D
B A
G S
A P
R O
N
E X
IS
T
IN
G
D A
M
C O
V E
R E
D W
IT
H
G E
G
R
ID
B
E D
D
IN
G M
A T
E R
IA
L
C O
V E
R E
D W
IT
H
G E
G
R
ID
B
E D
D
IN
G M
A T
E R
IA
L
G R
O U
T -F
IL
L
E D
B A
G S
A P
R O
N
E X
IS
T
IN
G
D A
M
A P
R O
N T
IE
-IN
C O
N C
R E
R O
N T
IE
-IN
C O
N C
R E
O L
M I N
. E L
. 6 .0
N O
R M
A L
L O
W
O L
M I N
. E L
. 6 .0
N O
R M
A L
L O
W
-3
A L
E : 1
STA 0+09 & STA 0+50
CROSS SECTIONS
S E
C T
IO
N
S
L. BOSETTI
A P
R I L
A
N D
O C
T O
B E
R
S T
R E
A M
B E
D S
O U
N D
IN
G
S W
E R
E T
A K
E
T E
PG
S C
A L
E : 1
/s/ BETH L. SCHNELLER, P.E.
SOLICITATION NO.:
FILE NAME:
DW N BY: CKD BY:
DESIGNED BY:
DESCRIPTION
D
C
A B
M ARK APPR.
DATE:
SIZE:
SUBMITTED BY:
PLOT SCALE: PLOT DATE:
DATE M ARK DESCRIPTION
CONTRACT NO.:
DATE APPR.
o f E n g in e e r s
U S
A rm y C o rp s
PITTSBURGH, PENNSYLVANIA
PITTSBURGH DISTRICT
U.S. ARM Y CORPS OF ENGINEERS
P itts b u rg h
D is tric t
ID
E
N T
IF
IC
A T
IO
N
S H
E E
T
H :\O h io
R iv e rL
D \E m s w o rth
\E M
S -B
C
S c o u r2
\s h e e t\L
E M
O
C -3
.d g n
H4TSDRST
23-MAR-2016 09:36
LEMO_561_C-3070.dgn
0.083333:1
OHIO RIVER
EMSW ORTH LOCKS AND DAM
W 911W N-10-B-0006
34"x22"
LEFT ABUTMENT STABILIZATION & SCOUR PROTECTION
BACK CHANNEL DAM
4 JANUARY 2010
W 911W N-10-C-0012
E L
.0
E L
.0
25' R
.5
E L
.0
E L
.0
25' R
.5
ELEVATION
S T
A
ELEVATION
F L
O W
F L
O W
ELEVATION
S T
A
ELEVATION
C O
V E
R E
D W
IT
H
G E
G
R
ID
B
E D
D
IN
G M
A T
E R
IA
L
B E
D D
IN
G
N O
N W
O V
E N
G E
O T
E X
T
IL
E T
O P
O F
R O
C K
A P
P R
O X
IM
A
T E
A P
R O
N
E X
IS
T
IN
G
D A
M
G R
O U
T -F
IL
L
E D
B A
G S
D E
R R
IC
K
S T
O N
E
E X
C A
V A
T
IO
N L
IN
E
E X
C A
V A
T
IO
N L
IN
E
E X
IS
T
IN
G
R
IV
E R
B
C O
V E
R E
D W
IT
H
G E
G
R
ID
B
E D
D
IN
G M
A T
E R
IA
L
B E
D D
IN
G
N O
N W
O V
E N
G E
O T
E X
T
IL
E T
O P
O F
R O
C K
A P
P R
O X
IM
A
T E
A P
R O
N
E X
IS
T
IN
G
D A
M
G R
O U
T -F
IL
L
E D
B A
G S
D E
R R
IC
K
S T
O N
E
E X
C A
V A
T
IO
N L
IN
E
E X
C A
V A
T
IO
N L
IN
E
E X
IS
T
IN
G
R
IV
E R
B E
D
A P
R O
N T
IE
-IN
C O
N C
R E
R O
N T
IE
-IN
C O
N C
R E
O L
M I N
. E L
. 6 .0
N O
R M
A L
L O
W
O L
M I N
. E L
. 6 .0
N O
R M
A L
L O
W
-3
A L
E : 1
STA 1+00 & STA 1+50
CROSS SECTIONS
S E
C T
IO
N
S
L. BOSETTI
A P
R I L
A
N D
O C
T O
B E
R
S T
R E
A M
B E
D S
O U
N D
IN
G
S W
E R
E T
A K
E
T E
PG
S C
A L
E : 1
/s/ BETH L. SCHNELLER, P.E.
SOLICITATION NO.:
FILE NAME:
DW N BY: CKD BY:
DESIGNED BY:
DESCRIPTION
D
C
A B
M ARK APPR.
DATE:
SIZE:
SUBMITTED BY:
PLOT SCALE: PLOT DATE:
DATE M ARK DESCRIPTION
CONTRACT NO.:
DATE APPR.
o f E n g in e e r s
U S
A rm y C o rp s
PITTSBURGH, PENNSYLVANIA
PITTSBURGH DISTRICT
U.S. ARM Y CORPS OF ENGINEERS
P itts b u rg h
D is tric t
ID
E
N T
IF
IC
A T
IO
N
S H
E E
T
H :\O h io
R iv e rL
D \E m s w o rth
\E M
S -B
C
S c o u r2
\s h e e t\L
E M
O
C -3
.d g n
H4TSDRST
23-MAR-2016 09:36
LEMO_561_C-3071.dgn
0.083333:1
OHIO RIVER
EMSW ORTH LOCKS AND DAM
W 911W N-10-B-0006
34"x22"
LEFT ABUTMENT STABILIZATION & SCOUR PROTECTION
BACK CHANNEL DAM
4 JANUARY 2010
W 911W N-10-C-0012
E L
.0
E L
.0
25' R
.5
E L
.0
E L
.0
25' R
.5
ELEVATION
S T
A
ELEVATION
ELEVATION
S T
A
ELEVATION
F L
O W
F L
C O
V E
R E
D W
IT
H
G E
G
R
ID
B
E D
D
IN
G M
A T
E R
IA
L
B E
D D
IN
G
N O
N W
O V
E N
G E
O T
E X
T
IL
E T
O P
O F
R O
C K
A P
P R
O X
IM
A
T E
A P
R O
N
E X
IS
T
IN
G
D A
M
G R
O U
T -F
IL
L
E D
B A
G S
D E
R R
IC
K
S T
O N
E
E X
C A
V A
T
IO
N L
IN
E
E X
C A
V A
T
IO
N L
IN
E
E X
IS
T
IN
G
R
IV
E R
B
C O
V E
R E
D W
IT
H
G E
G
R
ID
B
E D
D
IN
G M
A T
E R
IA
L
B E
D D
IN
G
N O
N W
O V
E N
G E
O T
E X
T
IL
E T
O P
O F
R O
C K
A P
P R
O X
IM
A
T E
A P
R O
N
E X
IS
T
IN
G
D A
M
G R
O U
T -F
IL
L
E D
B A
G S
D E
R R
IC
K
S T
O N
E
E X
C A
V A
T
IO
N L
IN
E
E X
C A
V A
T
IO
N L
IN
E
E X
IS
T
IN
G
R
IV
E R
B
R O
N T
IE
-IN
C O
N C
R E
R O
N T
IE
-IN
C O
N C
R E
O L
M I N
. E L
. 6 .0
N O
R M
A L
L O
W
O L
M I N
. E L
. 6 .0
N O
R M
A L
L O
W
-3
A L
E : 1
STA 2+00 & STA 2+50
CROSS SECTIONS
S E
C T
IO
N
S
L. BOSETTI
A P
R I L
A
N D
O C
T O
B E
R
S T
R E
A M
B E
D S
O U
N D
IN
G
S W
E R
E T
A K
E
T E
PG
S C
A L
E : 1
/s/ BETH L. SCHNELLER, P.E.
SOLICITATION NO.:
FILE NAME:
DW N BY: CKD BY:
DESIGNED BY:
DESCRIPTION
D
C
A B
M ARK APPR.
DATE:
SIZE:
SUBMITTED BY:
PLOT SCALE: PLOT DATE:
DATE M ARK DESCRIPTION
CONTRACT NO.:
DATE APPR.
o f E n g in e e r s
U S
A rm y C o rp s
PITTSBURGH, PENNSYLVANIA
PITTSBURGH DISTRICT
U.S. ARM Y CORPS OF ENGINEERS
P itts b u rg h
D is tric t
ID
E
N T
IF
IC
A T
IO
N
S H
E E
T
H :\O h io
R iv e rL
D \E m s w o rth
\E M
S -B
C
S c o u r2
\s h e e t\L
E M
O
C -3
.d g n
H4TSDRST
23-MAR-2016 09:36
LEMO_561_C-3072.dgn
0.083333:1
OHIO RIVER
EMSW ORTH LOCKS AND DAM
W 911W N-10-B-0006
34"x22"
LEFT ABUTMENT STABILIZATION & SCOUR PROTECTION
BACK CHANNEL DAM
4 JANUARY 2010
W 911W N-10-C-0012
E L
.0
E L
.0
25' R
.5
E L
.0
E L
.0
25' R
.5
ELEVATION
S T
A
ELEVATION
ELEVATION
S T
A
ELEVATION
F L
O W
F L
C O
V E
R E
D W
IT
H
G E
G
R
ID
B
E D
D
IN
G M
A T
E R
IA
L
B E
D D
IN
G
N O
N W
O V
E N
G E
O T
E X
T
IL
E
T O
P O
F R
O C
K A
P P
R O
X
IM
A T
E
A P
R O
N
E X
IS
T
IN
G
D A
M
G R
O U
T -F
IL
L
E D
B A
G S
D E
R R
IC
K
S T
O N
E
E X
C A
V A
T
IO
N L
IN
E
E X
C A
V A
T
IO
N L
IN
E
E X
IS
T
IN
G
R
IV
E R
B
C O
V E
R E
D W
IT
H
G E
G
R
ID
B
E D
D
IN
G M
A T
E R
IA
L
B E
D D
IN
G
N O
N W
O V
E N
G E
O T
E X
T
IL
E T
O P
O F
R O
C K
A P
P R
O X
IM
A
T E
A P
R O
N
E X
IS
T
IN
G
D A
M
G R
O U
T -F
IL
L
E D
B A
G S
D E
R R
IC
K
S T
O N
E
E X
C A
V A
T
IO
N L
IN
E
E X
C A
V A
T
IO
N L
IN
E
E X
IS
T
IN
G
R
IV
E R
B
R O
N T
IE
-IN
C O
N C
R E
R O
N T
IE
-IN
C O
N C
R E
O L
M I N
. E L
. 6 .0
N O
R M
A L
L O
W
O L
M I N
. E L
. 6 .0
N O
R M
A L
L O
W
-3
A L
E : 1
STA 3+00 & STA 3+50
CROSS SECTIONS
S E
C T
IO
N
S
L. BOSETTI
A P
R I L
A
N D
O C
T O
B E
R
S T
R E
A M
B E
D S
O U
N D
IN
G
S W
E R
E T
A K
E
T E
PG
S C
A L
E : 1
/s/ BETH L. SCHNELLER, P.E.
SOLICITATION NO.:
FILE NAME:
DW N BY: CKD BY:
DESIGNED BY:
DESCRIPTION
D
C
A B
M ARK APPR.
DATE:
SIZE:
SUBMITTED BY:
PLOT SCALE: PLOT DATE:
DATE M ARK DESCRIPTION
CONTRACT NO.:
DATE APPR.
o f E n g in e e r s
U S
A rm y C o rp s
PITTSBURGH, PENNSYLVANIA
PITTSBURGH DISTRICT
U.S. ARM Y CORPS OF ENGINEERS
P itts b u rg h
D is tric t
ID
E
N T
IF
IC
A T
IO
N
S H
E E
T
H :\O h io
R iv e rL
D \E m s w o rth
\E M
S -B
C
S c o u r2
\s h e e t\L
E M
O
C -3
.d g n
H4TSDRST
23-MAR-2016 09:36
LEMO_561_C-3073.dgn
0.083333:1
OHIO RIVER
EMSW ORTH LOCKS AND DAM
W 911W N-10-B-0006
34"x22"
LEFT ABUTMENT STABILIZATION & SCOUR PROTECTION
BACK CHANNEL DAM
4 JANUARY 2010
W 911W N-10-C-0012
E L
.0
E L
.0
25' R
.5
E L
.0
E L
.0
25' R
.5
ELEVATION
S T
A
ELEVATION
ELEVATION
S T
A
ELEVATION
F L
O W
F L
C O
V E
R E
D W
IT
H
G E
G
R
ID
B
E D
D
IN
G M
A T
E R
IA
L
B E
D D
IN
G
N O
N W
O V
E N
G E
O T
E X
T
IL
E T
O P
O F
R O
C K
A P
P R
O X
IM
A
T E
A P
R O
N
E X
IS
T
IN
G
D A
M
G R
O U
T -F
IL
L
E D
B A
G S
D E
R R
IC
K
S T
O N
E
E X
C A
V A
T
IO
N L
IN
E
E X
C A
V A
T
IO
N L
IN
E
E X
IS
T
IN
G
R
IV
E R
B
C O
V E
R E
D W
IT
H
G E
G
R
ID
B
E D
D
IN
G M
A T
E R
IA
L
B E
D D
IN
G
N O
N W
O V
E N
G E
O T
E X
T
IL
E T
O P
O F
R O
C K
A P
P R
O X
IM
A
T E
A P
R O
N
E X
IS
T
IN
G
D A
M
G R
O U
T -F
IL
L
E D
B A
G S
D E
R R
IC
K
S T
O N
E
E X
C A
V A
T
IO
N L
IN
E
E X
C A
V A
T
IO
N L
IN
E
E X
IS
T
IN
G
R
IV
E R
B
R O
N T
IE
-IN
C O
N C
R E
R O
N T
IE
-IN
C O
N C
R E
O L
M I N
. E L
. 6 .0
N O
R M
A L
L O
W
O L
M I N
. E L
. 6 .0
N O
R M
A L
L O
W
-3
A L
E : 1
STA 4+00 & STA 4+50
CROSS SECTIONS
S E
C T
IO
N
S
L. BOSETTI
A P
R I L
A
N D
O C
T O
B E
R
S T
R E
A M
B E
D S
O U
N D
IN
G
S W
E R
E T
A K
E
T E
PG
S C
A L
E : 1
/s/ BETH L. SCHNELLER, P.E.
SOLICITATION NO.:
FILE NAME:
DW N BY: CKD BY:
DESIGNED BY:
DESCRIPTION
D
C
A B
M ARK APPR.
DATE:
SIZE:
SUBMITTED BY:
PLOT SCALE: PLOT DATE:
DATE M ARK DESCRIPTION
CONTRACT NO.:
DATE APPR.
o f E n g in e e r s
U S
A rm y C o rp s
PITTSBURGH, PENNSYLVANIA
PITTSBURGH DISTRICT
U.S. ARM Y CORPS OF ENGINEERS
P itts b u rg h
D is tric t
ID
E
N T
IF
IC
A T
IO
N
S H
E E
T
H :\O h io
R iv e rL
D \E m s w o rth
\E M
S -B
C
S c o u r2
\s h e e t\L
E M
O
C -3
.d g n
H4TSDRST
23-MAR-2016 09:36
LEMO_561_C-3074.dgn
0.083333:1
OHIO RIVER
EMSW ORTH LOCKS AND DAM
W 911W N-10-B-0006
34"x22"
LEFT ABUTMENT STABILIZATION & SCOUR PROTECTION
BACK CHANNEL DAM
4 JANUARY 2010
W 911W N-10-C-0012
E L
.0
E L
.0
25' R
.5
E L
.0
E L
.0
25' R
.5
ELEVATION
S T
A
ELEVATION
ELEVATION
S T
A
ELEVATION
F L
O W
F L
C O
V E
R E
D W
IT
H
G E
G
R
ID
B
E D
D
IN
G M
A T
E R
IA
L
B E
D D
IN
G
N O
N W
O V
E N
G E
O T
E X
T
IL
E T
O P
O F
R O
C K
A P
P R
O X
IM
A
T E
A P
R O
N
E X
IS
T
IN
G
D A
M
G R
O U
T -F
IL
L
E D
B A
G S
D E
R R
IC
K
S T
O N
E
E X
C A
V A
T
IO
N L
IN
E
E X
C A
V A
T
IO
N L
IN
E
E X
IS
T
IN
G
R
IV
E R
B
C O
V E
R E
D W
IT
H
G E
G
R
ID
B
E D
D
IN
G M
A T
E R
IA
L
B E
D D
IN
G
N O
N W
O V
E N
G E
O T
E X
T
IL
E T
O P
O F
R O
C K
A P
P R
O X
IM
A
T E
A P
R O
N
E X
IS
T
IN
G
D A
M
G R
O U
T -F
IL
L
E D
B A
G S
D E
R R
IC
K
S T
O N
E
E X
C A
V A
T
IO
N L
IN
E
E X
C A
V A
T
IO
N L
IN
E
E X
IS
T
IN
G
R
IV
E R
B
R O
N T
IE
-IN
C O
N C
R E
R O
N T
IE
-IN
C O
N C
R E
O L
M I N
. E L
. 6 .0
N O
R M
A L
L O
W
O L
M I N
. E L
. 6 .0
N O
R M
A L
L O
W
-3
A L
E : 1
STA 5+00 & STA 5+50
CROSS SECTIONS
S E
C T
IO
N
S
L. BOSETTI
A P
R I L
A
N D
O C
T O
B E
R
S T
R E
A M
B E
D S
O U
N D
IN
G
S W
E R
E T
A K
E
T E
PG
S C
A L
E : 1
/s/ BETH L. SCHNELLER, P.E.
SOLICITATION NO.:
FILE NAME:
DW N BY: CKD BY:
DESIGNED BY:
DESCRIPTION
D
C
A B
M ARK APPR.
DATE:
SIZE:
SUBMITTED BY:
PLOT SCALE: PLOT DATE:
DATE M ARK DESCRIPTION
CONTRACT NO.:
DATE APPR.
o f E n g in e e r s
U S
A rm y C o rp s
PITTSBURGH, PENNSYLVANIA
PITTSBURGH DISTRICT
U.S. ARM Y CORPS OF ENGINEERS
P itts b u rg h
D is tric t
ID
E
N T
IF
IC
A T
IO
N
S H
E E
T
H :\O h io
R iv e rL
D \E m s w o rth
\E M
S -B
C
S c o u r2
\s h e e t\L
E M
O
C -3
.d g n
H4TSDRST
23-MAR-2016 09:36
LEMO_561_C-3075.dgn
0.083333:1
OHIO RIVER
EMSW ORTH LOCKS AND DAM
W 911W N-10-B-0006
34"x22"
LEFT ABUTMENT STABILIZATION & SCOUR PROTECTION
BACK CHANNEL DAM
4 JANUARY 2010
W 911W N-10-C-0012
E L
.0
E L
.0
25' R
.5
E L
.0
E L
.0
25' R
.5
ELEVATION
S T
A
ELEVATION
ELEVATION
S T
A
ELEVATION
F L
O W
F L
C O
V E
R E
D W
IT
H
G E
G
R
ID
B
E D
D
IN
G M
A T
E R
IA
L
B E
D D
IN
G
N O
N W
O V
E N
G E
O T
E X
T
IL
E T
O P
O F
R O
C K
A P
P R
O X
IM
A
T E
A P
R O
N
E X
IS
T
IN
G
D A
M
G R
O U
T -F
IL
L
E D
B A
G S
D E
R R
IC
K
S T
O N
E
E X
C A
V A
T
IO
N L
IN
E
E X
C A
V A
T
IO
N L
IN
E
E X
IS
T
IN
G
R
IV
E R
B E
D
C O
V E
R E
D W
IT
H
G E
G
R
ID
B
E D
D
IN
G M
A T
E R
IA
L
B E
D D
IN
G
N O
N W
O V
E N
G E
O T
E X
T
IL
E T
O P
O F
R O
C K
A P
P R
O X
IM
A
T E
A P
R O
N
E X
IS
T
IN
G
D A
M
G R
O U
T -F
IL
L
E D
B A
G S
D E
R R
IC
K
S T
O N
E
E X
C A
V A
T
IO
N L
IN
E
E X
C A
V A
T
IO
N L
IN
E
E X
IS
T
IN
G
R
IV
E R
B
R O
N T
IE
-IN
C O
N C
R E
R O
N T
IE
-IN
C O
N C
R E
O L
M I N
. E L
. 6 .0
N O
R M
A L
L O
W
O L
M I N
. E L
. 6 .0
N O
R M
A L
L O
W
-3
A L
E : 1
STA 6+00 & STA 6+50
CROSS SECTIONS
S E
C T
IO
N
S
L. BOSETTI
A P
R I L
A
N D
O C
T O
B E
R
S T
R E
A M
B E
D S
O U
N D
IN
G
S W
E R
E T
A K
E
T E
PG
S C
A L
E : 1
/s/ BETH L. SCHNELLER, P.E.
SOLICITATION NO.:
FILE NAME:
DW N BY: CKD BY:
DESIGNED BY:
DESCRIPTION
D
C
A B
M ARK APPR.
DATE:
SIZE:
SUBMITTED BY:
PLOT SCALE: PLOT DATE:
DATE M ARK DESCRIPTION
CONTRACT NO.:
DATE APPR.
o f E n g in e e r s
U S
A rm y C o rp s
PITTSBURGH, PENNSYLVANIA
PITTSBURGH DISTRICT
U.S. ARM Y CORPS OF ENGINEERS
P itts b u…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .