Attachment_2_-_Drawings.pdf
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®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
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
Pittsburgh District
ARMSTRONG COUNTY PENNSYLVANIA
LOCK WALL SIGNS 2018
ALLEGHENY LOCKS 6 AND 7
ALLEGHENY RIVER BASIN
C O
V E
R S
H E
E T
ALLEGHENY RIVER LOCK AND DAM 6
ALLEGHENY RIVER LOCK AND DAM 7
G-0001
R T
Y S
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IC
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S S
T E
P H
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S O
N
B S
A K
M A
R
CERTIFIED FINAL DOCUMENTSREVIEW STAGE
ISSUE DATE: MAY 2018
CONTRACT NO.: W911WN18Cxxxx
SOLICITATION NO.: W911WN18B8005
/s J
A M
E S T S
H
IB
A T
A P .E
M
A Y
/s/ JAMES T. SHIBATA, P.E.
/s/ STEPHEN R. STOLTZ, P.E.
/s/ JEANNINE HOEY, P.E.
11 MAY 2018
11 MAY 2018
11 MAY 2018
SHEET ID
U .S
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P S O
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US Army Corps
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CERTIFIED FINAL DOCUMENTS
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WITHW/
TYPICALTYP
STAINLESS STEELSS
NOT TO SCALENTS
MINIMUMMIN
LONG LEG VERTICALLLV
DRIVEDR
DISTANCEDIST
DIAMETERDIA
BUILDINGBLDG
AMERICAN SOCIETY FOR TESTING AND MATERIALSASTM
ABBREVIATIONS
A B
B R
E V
IA
T
IO
N S A
N D N
O T
E S
C O
N T
R A
C T A
N D R
E F
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C E D
R A
W
IN
G I
N D
E X
DRAWINGS AND SPECIFICATIONS FOR DETAILS.
SHALL FURNISH AND INSTALL ALL REMAINING CONTRACT FEATURES. SEE CONTRACT
5. THE GOVERNMENT WILL FURNISH THE ALUMINUM SIGNS ONLY. THE CONTRACTOR
RIVER.
OFFICER AND LOCKMASTER FOR BOTH ACCESS FROM LAND SIDE AND FROM
4. CONTRACTOR SHALL COORDINATE SIGN LOCATION ACCESS WITH CONTRACTING
REQUIRED WORK AREA.
LIMITED ACCESS TO AREAS OF THE LOCK WHICH ARE NOT DIRECTLY WITHIN THE
OFFICER AND COORDINATED WITH THE LOCK MASTER. THE CONTRACTOR SHALL HAVE
3. WORK AREA LIMITS AT THE LOCK SITES SHALL BE DIRECTED BY THE CONTRACTING
THE CONTRACTORS EXPENSE.
WHICH MAY OCCUR TO APPURTENANT FEATURES SHALL BE REPAIRED AT
EXISTING FEATURES OF THE LOCK WALLS AND ESPLANADES. ANY DAMAGE
2. THE CONTRACTOR SHALL EXERCISE EXTREME CARE SO AS NOT TO DAMAGE
BY THE CONTRACTOR.
ALL DIMENSIONS, STATIONS, ELEVATIONS, AND FEATURES SHALL BE VERIFIED
ON REFERENCE DRAWINGS SUPPLEMENTED BY FIELD MEASUREMENTS.
1. THE DIMENSIONS, STATIONS, ELEVATIONS, AND FEATURES ARE BASED
NOTES:CONTRACT DRAWINGS INDEX
FILE NAME
SHEET
DRAWING TITLE
ID NO.
GENERAL
L67O38_100_G-0001 G-0001 COVER SHEET
L67O38_100_G-0002 G-0002 ALLEGHENY RIVER LOCKS 6 AND 7 CONTRACT AND REFERENCE DRAWING INDEX ABBREVIATIONS AND NOTES
L67O38_100_G-0003 G-0003 ALLEGHENY RIVER LOCKS 6 AND 7 PROJECT LOCATION AND VICINITY MAPS
L67O38_565_G-1004 G-1004 ALLEGHENY RIVER LOCK 6 LOCK WALL SIGN LOCATION PLAN
L67O38_565_G-4005 G-4005 ALLEGHENY RIVER LOCK 6 LOCK WALL SIGN LOCATION ENLARGED PLAN
NOT IN USE NOT IN USE
L67O38_565_G-1007 G-1007 ALLEGHENY RIVER LOCK 7 LOCK WALL SIGN LOCATION SITE PLAN
L67O38_565_G-4008 G-4008 ALLEGHENY RIVER LOCK 7 LOCK WALL SIGN LOCATION ENLARGED PLAN
CIVIL
L67O38_204_C-1001 C-1001 ALLEGHENY RIVER LOCK 6 CONTRACTOR WORK LIMITS
L67O38_204_C-1002 C-1002 ALLEGHENY RIVER LOCK 7 CONTRACTOR WORK LIMITS
STRUCTURAL
L67O38_565_S-5001 S-5001 LOCK WALL SIGN STRUCTURAL FRAMING ELEVATIONS
L67O38_565_S-5002 S-5002 LOCK WALL SIGN STRUCTURAL FRAMING SECTIONS AND DETAILS
HYDROGRAPHS
L67O38_313_V-6136 V-6136 HYDROGRAPHS LOCK 6 LOWER POOL STAGE HYDROGRAPHS 1995-2002 INCLUSIVE
L67O38_313_V-6137 V-6137 HYDROGRAPHS LOCK 6 LOWER POOL STAGE HYDROGRAPHS 2003-2011 INCLUSIVE
L67O38_313_V-6138 V-6138 HYDROGRAPHS LOCK 6 LOWER POOL STAGE HYDROGRAPHS 2012-2015 INCLUSIVE
L67O38_313_V-6139 V-6139 HYDROGRAPHS LOCK 6 UPPER POOL STAGE HYDROGRAPHS 1995-2002 INCLUSIVE
L67O38_313_V-6140 V-6140 HYDROGRAPHS LOCK 6 UPPER POOL STAGE HYDROGRAPHS 2003-2011 INCLUSIVE
L67O38_313_V-6141 V-6141 HYDROGRAPHS LOCK 6 UPPER POOL STAGE HYDROGRAPHS 2012-2016 INCLUSIVE
L67O38_313_V-6142 V-6142 HYDROGRAPHS LOCK 6 DURATION AND DISCHARGE CURVES
L67O38_313_V-6145 V-6145 HYDROGRAPHS LOCK 7 LOWER POOL STAGE HYDROGRAPHS 1995-2002 INCLUSIVE
L67O38_313_V-6146 V-6146 HYDROGRAPHS LOCK 7 LOWER POOL STAGE HYDROGRAPHS 2003-2011 INCLUSIVE
L67O38_313_V-6147 V-6147 HYDROGRAPHS LOCK 7 LOWER POOL STAGE HYDROGRAPHS 2012-2017 INCLUSIVE
L67O38_313_V-6148 V-6148 HYDROGRAPHS LOCK 7 UPPER POOL STAGE HYDROGRAPHS 1995-2002 INCLUSIVE
L67O38_313_V-6149 V-6149 HYDROGRAPHS LOCK 7 UPPER POOL STAGE HYDROGRAPHS 2003-2011 INCLUSIVE
L67O38_313_V-6150 V-6150 HYDROGRAPHS LOCK 7 UPPER POOL STAGE HYDROGRAPHS 2012-2017 INCLUSIVE
L67O38_313_V-6151 V-6151 HYDROGRAPHS LOCK 7 DURATION AND DISCHARGE CURVES
REFERENCE DRAWINGS INDEX
LMOO_565_C-5053 C-5053 NEW SAFETY CRITICAL WATERWAY SIGNAGE SIGN TYPE AND LEGEND FORMAT SHEET 1 OF 2
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PROJECT VICINITY MAP
G-0003
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PROJECT LOCATION MAP
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GENERAL LOCATION MAP
LOCKS AND DAMS 6 AND 7
ALLEGHENY RIVER
NO SCALE
LOCKS AND DAMS 6 AND 7
B S
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NOTES:
4. FOR CONTRACTOR WORK LIMITS, SEE SHEET C-1001.
AND ASSOCIATED DETAILS.
3. SEE SHEETS S-5001 AND S-5002 FOR FRAME ELEVATIONS
IN THE FIELD.
PLACEMENT OF ALL LOCK WALL SIGNS SHALL BE DETERMINED
2. THE SIGN LOCATIONS AS SHOWN ARE APPROXIMATE. FINAL
SEE SHEET G-4005.
1. FOR ENLARGED PLAN OF SIGNS SHOWN ON THIS SHEET,
N
FLOW
RIVER
ALLEGHENY
LOWER GUIDE WALLUPPER GUIDE WALL LAND WALL
RIVER WALL
ESPLANADE
GARAGE
BLDG
OPERATIONS
SHED
STORAGE
RESTROOM
PUBLIC
G-1004
L O
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FLOW
RIVER
ALLEGHENY
Pull Signal
Lockage
Cord for
Lock Pull Signal
Lockage
Cord for
Lock
Danger
Water
Turbulent
50' 100'0
SCALE: 1"=50'
GENERAL SITE PLAN
LOCK WALL SIGNS
LOCK AND DAM 6
SCALE: 1"=50'-0"
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CERTIFIED FINAL DOCUMENTS
W
W N
B
HANDRAIL
LIGHT STANDARD
EXISTING NAVIGATION
LIGHT STANDARD
EXISTING NAVIGATION
12'-6"5'-3"
20'-0"
6'-0"
HANDRAIL
G-4005
O
C K W
A L L S
IG
N L
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A T
IO
N
0 4' 8'2'
SCALE: 1/4"=1'
S S
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SIGN
WATER
TURBULENT
B S
A K
M A
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°45°
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S A
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CERTIFIED FINAL DOCUMENTS
W
W N
B
FLOW
UPSTREAM RIVER WALL
SCALE: 1/4"=1'-0"
DOWNSTREAM RIVER WALL
SCALE: 1/4"=1'-0"
UPPER GUIDE WALL
SCALE: 1/4"=1'-0"
LOWER GUIDE WALL
SCALE: 1/4"=1'-0"
SIGN
ARROW
LOCK
SIGN
LOCKAGE
CORD FOR
PULL SIGNAL
SIGN
ARROW
LOCK
SIGN
LOCKAGE
CORD FOR
PULL SIGNAL
COVER PLATE
EXISTING STEEL
COVER PLATE
EXISTING STEEL
COVER PLATE
EXISTING STEEL
COVER PLATE
EXISTING STEEL
SIGN
DAM AHEAD
KEEP OUT
SIGN
DAM AHEAD
KEEP OUT
RIVER
ALLEGHENY
N
SEE NOTE 2
SEE NOTE 2
3. SEE SHEET S-5002 FOR MINIMUM DISTANCES.
PLATES/BOLTS ARE MET.
2. ENSURE MINIMUM REQUIRED DISTANCES FROM WALL EDGES TO BASE
LOCATIONS WITH LOCKMASTER AND CONTRACTING OFFICER.
1. DIMSENSIONS SHOWN ARE APPROXIMATE. COORDINATE ALL FINAL SIGN
4. FOR CONTRACTOR WORK LIMITS, SEE SHEET C-1002.
AND ASSOCIATED DETAILS.
3. SEE SHEETS S-5001 AND S-5002 FOR FRAME ELEVATIONS
IN THE FIELD.
PLACEMENT OF ALL LOCK WALL SIGNS SHALL BE DETERMINED
2. THE SIGN LOCATIONS AS SHOWN ARE APPROXIMATE. FINAL
SEE SHEET G-4008.
1. FOR ENLARGED PLAN OF SIGNS SHOWN ON THIS SHEET,
N
FLOW
RIVER
ALLEGHENY
UPPER GUIDE WALL LAND WALL
RIVER WALL
ESPLANADE BLDG
OPERATIONS
LOWER GUIDE WALL
G-1007
O
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ALLEGHENY
Danger
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Lock Pull Signal
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Lock
Pull Signal
Lockage
Cord for
GENERAL SITE PLAN
LOCK WALL SIGNS
LOCK AND DAM 7
SCALE: 1"=50'-0"
50' 100'0
SCALE: 1"=50'
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CERTIFIED FINAL DOCUMENTS
W
W N
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LIGHT STANDARD
EXISTING NAVIGATION
LIGHT STANDARD
EXISTING NAVIGATION
LIGHT STANDARD
EXISTING NAVIGATION
11'-8" 11'-0"
15'-0" 6'-0"
G-40080 4' 8'2'
SCALE: 1/4"=1'
S S
T E
P H
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S O
N
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W
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WATER
TURBULENT
COVER PLATE
EXISTING STEEL
COVER PLATE
EXISTING STEEL
L O
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A L L S
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A T
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RIVER
ALLEGHENY
B S
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45° 45
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HOUSE
EXISTING GAGE
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®of Engineers
US Army Corps
1 2 3 4 5 6 7 8 9 10
F
IL
E N
A M
E
P L
O T D
A T
E
A
B
C
D
E
F
G
-M
A Y -2
:5
P
IT
T S
B U
R G
H D
IS
T R
IC
T
A N
S I
D
L
IB
E R
T Y A
V E
N U
E
P
IT
T S
B U
R G
H P
A
A L L E
G H
E N
Y R
IV
E R B
A
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
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
D A
T E
L O
C K W
A L L S
IG
N S
A L L E
G H
E N
Y R
IV
E R L
O C
K S A
N D D
A M
S A
N D
CERTIFIED FINAL DOCUMENTS
W
W N
B
FLOW
UPSTREAM RIVER WALL
SCALE: 1/4"=1'-0"
DOWNSTREAM RIVER WALL
SCALE: 1/4"=1'-0"
UPPER GUIDE WALL
SCALE: 1/4"=1'-0"
LOWER GUIDE WALL
SCALE: 1/4"=1'-0"
SIGN
ARROW
LOCK
SIGN
LOCKAGE
CORD FOR
PULL SIGNAL
SIGN
LOCKAGE
CORD FOR
PULL SIGNAL
SIGN
ARROW
LOCK
COVER PLATE
EXISTING STEEL
N
SIGN
DAM AHEAD
KEEP OUT
SIGN
DAM AHEAD
KEEP OUT
SEE NOTE 2 SEE NOTE 2
3. SEE SHEET S-5002 FOR MINIMUM DISTANCES.
PLATES/BOLTS ARE MET.
2. ENSURE MINIMUM REQUIRED DISTANCES FROM WALL EDGES TO BASE
LOCATIONS WITH LOCKMASTER AND CONTRACTING OFFICER.
1. DIMSENSIONS SHOWN ARE APPROXIMATE. COORDINATE ALL FINAL SIGN
C-1001
Y S
Z K
IE
W
IC
Z
60' 120'0
SCALE: 1"=60'
J R
U S
N A
K
C O
N T
R A
C T
O R W
O R
K L
IM
IT
S
B S
A K
M A
R
A L L E
G H
E N
Y R
IV
E R L
O C
K N
O
/s J
A M
E S T S
H
IB
A T
A P .E
M
A Y
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
F
IL
E N
A M
E
P L
O T D
A T
E
A
B
C
D
E
F
G
-M
A Y -2
:3
P
IT
T S
B U
R G
H D
IS
T R
IC
T
A N
S I
D
L
IB
E R
T Y A
V E
N U
E
P
IT
T S
B U
R G
H P
A
A L L E
G H
E N
Y R
IV
E R B
A
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
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
D A
T E
L O
C K W
A L L S
IG
N S
A L L E
G H
E N
Y R
IV
E R L
O C
K S A
N D D
A M
S A
N D
CERTIFIED FINAL DOCUMENTS
W
W N
B
CONTRACTOR WORK LIMITS
SCALE: 1"=60'-0"
N
R
IV
E R F
O R
E S
T D
CONTRACTOR WORK LIMITS
PLANT MOORING AREA
CONTRACTOR FLOATING
LOCK AND DAM No 6
ONLY
THIS AREA FROM RIVER
CONTRACTOR TO ACCESS
F L
O W
R
IV
E R
A L L E
G H
E N
Y
F L
O W
R
IV
E R
A L L E
G H
E N
Y
STORAGE AND LAYDOWN AREA
CONTRACTOR PARKING,
60' 120'0
SCALE: 1"=60'
C-1002
Y S
Z K
IE
W
IC
Z
J R
U S
N A
K
A L L E
G H
E N
Y R
IV
E R L
O C
K N
O
C O
N T
R A
C T
O R W
O R
K L
IM
IT
S
B S
A K
M A
R
/s J
A M
E S T S
H
IB
A T
A P .E
M
A Y
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
F
IL
E N
A M
E
P L
O T D
A T
E
A
B
C
D
E
F
G
-M
A Y -2
:5
P
IT
T S
B U
R G
H D
IS
T R
IC
T
A N
S I
D
L
IB
E R
T Y A
V E
N U
E
P
IT
T S
B U
R G
H P
A
A L L E
G H
E N
Y R
IV
E R B
A
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
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
D A
T E
L O
C K W
A L L S
IG
N S
A L L E
G H
E N
Y R
IV
E R L
O C
K S A
N D D
A M
S A
N D
CERTIFIED FINAL DOCUMENTS
W
W N
B
N
CONTRACTOR WORK LIMITS
SCALE: 1"=60'-0"
PLANT MOORING AREA
CONTRACTOR FLOATING
LOCK AND DAM NO 7
T A
R R
T O
W N R
O A
D (S
R
F
O
W
R
IV
E R
A L L E
G H E
N Y
STORAGE AND LAYDOWN AREA
CONTRACTOR PARKING,
/2
5'-0"
SIGN
OUTLINE OF
W10X26 (TYP)
5'-5"
4'-9"
6'-2"
/2
POST (TYP)
INSIDE W10
W10 TO FIT
HORIZONTAL
OF
COPE FLANGES
W10X26 (TYP)
POST (TYP)
INSIDE W10
W10 TO FIT
HORIZONTAL
OF
COPE FLANGES
/4
/2
/4
LLH TYP2
1L4x3x LLH TYP2
1L4x3x
/4
/4
SIGN
OUTLINE OF
(TYP)
W10X26
(TYP)
W10X26
6'-7"
LLH TYP2
1L4x3x
WT4X7.5 TYP
3" TYP
T
SIGN
OUTLINE OF
4'-10"
5'-4"
/4
/2
/4
/4
TYP
A Z
Y Z
N E
W S
K
S-5001
T
Y S
Z K
IE
W
IC
Z
L O
C K W
A L L S
IG
N S
S T
R U
C T
U R
A L F
R A
M
IN
G
I P
E N
A
E L E
V A
T
IO
N S
M
A Y
/s
V
IN
C E
N T L
D E C
A R
L O P .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
F
IL
E N
A M
E
P L
O T D
A T
E
A
B
C
D
E
F
G
-M
A Y -2
:0
P
IT
T S
B U
R G
H D
IS
T R
IC
T
A N
S I
D
L
IB
E R
T Y A
V E
N U
E
P
IT
T S
B U
R G
H P
A
A L L E
G H
E N
Y R
IV
E R B
A
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
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
D A
T E
L O
C K W
A L L S
IG
N S
A L L E
G H
E N
Y R
IV
E R L
O C
K S A
N D D
A M
S A
N D
CERTIFIED FINAL DOCUMENTS
W
W N
B
TYP
S-5002
PULL SIGNAL CORD SIGN FRAME
SCALE: 3/4"=1'-0"
S-5002
2'0 1' 4'
SCALE: 3/4"=1'
LOCK ARROW SIGN FRAME
SCALE: 3/4"=1'-0"
S-5002
A S-5002
A S-5002
A S-5002
D S-5002
D S-5002
E S-5002
S-5002
Danger
Turbulent
Water
DANGER TURBULENT WATER SIGN
SCALE: 3/4"=1'-0"
THIS DRAWING FOR MOUNTING SUGGESTIONS)
(SEE "SUGGESTED INSTALLATION PROCEDURE"
2 SIGNS REQUIRED
C S-5002
VERIFY SIGN DIMENSIONS PRIOR TO FABRICATION OF FRAME
BOLTS TO BE 5/8" DIA x 2" LONG SS)
(MOUNT SIGN TO FRAME W/4 BOLTS MIN PER ANGLE
4 FRAMES REQUIRED
VERIFY SIGN DIMENSIONS PRIOR TO FABRICATION OF FRAME
BOLTS TO BE 5/8" DIA x 2" LONG SS)
(MOUNT SIGN TO FRAME W/4 BOLTS MIN PER ANGLE
4 FRAMES REQUIRED
F S-5002
S-5002
TYP
TYP
S-5002
F S-5002
13/16" DIA TYP
3 SIDES TYP
SEAL WELD
SIDES TYP
SEAL WELD
TYP
SIDES TYP
SEAL WELD
HOLE INTO SUPPORT FRAME TO ACCEPT FASTENER, PER SIGN SPECIFICATION.
8. PRIOR TO PAINT APPLICATION, FABRICATOR TO USE SIGN AS TEMPLATE TO DRILL
TO BE COORDINATED WITH STRUCTURAL ENGINEER.
7. ANCHORAGE SYSTEMS ARE SPECIFIED WITHIN DRAWINGS. EQUIVALENT ALTERNATIVES
6. NON-SHRINK BASE PLATE GROUT TO CONFORM TO ASTM C1107, SEE SPECIFICATIONS.
5. ICE LOADING PER ASCE 7-10, CHAPER 10. ICE DENSITY = 56 PCF
CRITERIA". DESIGN WIND PRESSURE = 35 MPH
4. WIND LOADING PER "EP 310-1-6B, APPENDIX B, SECTION 6 - ENGINEERING
OTHERWISE.
3. ANGLES SHALL CONFORM TO ASTM A36, GRADE 36 KSI STEEL, UNLESS NOTED
NOTED OTHERWISE.
2. PLATES SHALL CONFORM TO ASTM A572, GRADE 50 KSI STEEL, UNLESS
UNLESS NOTED OTHERWISE.
1. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, GRADE 50 KSI STEEL,
STRUCTURAL NOTES:
7. PLACE SIGN AND TIGHTEN TO MANUFACTURER’S SPECIFICATION.
MANUFACTURER’S SPECIFICATION. REFER TO DETAIL 4, DRAWING S-5002
6. ACTING AS A SPACER, ATTACH AN ASTM A194 NUT TO EXPANSION ANCHORS AND TIGHTEN TO
DEPTH SHALL BE AT A MINIMUM OF 6”.
BOLT TZ STAINLESS STEEL EXPANSION ANCHOR, PER HILTI SPECIFICATIONS. EMBEDMENT
5. USING SIGN AS A TEMPLATE, MARK LOCATION AND DRILL HOLE FOR ¾” DIAMETER HILTI KWIK
OBSTRUCTIONS AND EQUIPMENT.
TO BE LOCATED ABOVE LOCAL FLOOD ELEVATION AND CLEAR OF ALL RIVER WALL
WHILE ALLOWING FOR REQUIRED ANCHOR EDGE DISTANCE. BOTTOM OF SIGN ELEVATION
THE DOWNSTREAM RIVER WALL. SIGN ELEVATION SHALL BE KEPT AS HIGH AS POSSIBLE,
4. POSITION NEW “DANGER, TURBULENT WATER” SIGN ALONG CENTER OF VERTICAL FACE OF
FOR ¾” DIAMETER HILTI KWIK BOLT TZ STAINLESS STEEL EXPANSION ANCHORS.
3. DRILL NEW HOLE DIAMETER IN NEW “DANGER, TURBULENT WATER” SIGN, IF NECESSARY,
ATTACHED TO BACK OF SIGN.
2. REMOVE ALL ANGLES ATTACHED TO SIGN. CUT AND GRIND FLUSH THREADED STUDS
RIVER WALL LOCATION.
1. REMOVE AND DISCARD EXISTING “DANGER, TURBULENT WATER” SIGN FROM DOWNSTREAM,
TURBULENT WATER” SIGN:
SUGGESTED INSTALLATION PROCEDURE OF “DANGER,
TYP
WELD
SEAL
TYP
WELD
SEAL
KEEP OUT DAM AHEAD SIGN FRAME
SCALE: 3/4"=1'-0"
TYP
A S-5002
S-5002
VERIFY SIGN DIMENSIONS PRIOR TO FABRICATION OF FRAME
BOLTS TO BE 5/8" DIA x 2" LONG SS)
(MOUNT SIGN TO FRAME W/4 BOLTS MIN PER ANGLE
4 FRAMES REQUIRED
1"
1'-2"
1'-2"
10"
2" 2"
PLATE 3/4"x14"x1'-2"
WT4
PLATE SIGN
W10x26
PLATE
W10
W10
W10
/8
/8
8" MIN
M
IN
E M
B
D
Z
Y Z
N E
W S
S-5002
T
Y S
Z K
IE
W
IC
Z
W A
T E
R W
A Y S
IG
N S
S T
R U
C T
U R
A L F
R A
M
IN
G
S E
C T
IO
N S A
N D D
E T
A
IL
S
A P
E N
A
/s
V
IN
C E
N T L
D E C
A R
L O P .E
M
A Y
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
F
IL
E N
A M
E
P L
O T D
A T
E
A
B
C
D
E
F
G
-M
A Y -2
:0
P
IT
T S
B U
R G
H D
IS
T R
IC
T
A N
S I
D
L
IB
E R
T Y A
V E
N U
E
P
IT
T S
B U
R G
H P
A
A L L E
G H
E N
Y R
IV
E R B
A
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
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
D A
T E
L O
C K W
A L L S
IG
N S
A L L E
G H
E N
Y R
IV
E R L
O C
K S A
N D D
A M
S A
N D
CERTIFIED FINAL DOCUMENTS
W
W N
B
1" BASE PLATE
S-5001 SCALE: 1 1/2"=1'-0"
DETAIL
S-5001 SCALE: 1 1/2"=1'-0"
DETAIL
- NTS
DETAIL
1' 2'0 6"
SCALE: 1-1/2"=1'
LEVELING NUTS
TOP OF CONCRETE
PLATE
GROUT UNDER BASE
PLACE NON-SHRINK
W10x26
2" DIA HOLES
1" DIA ANCHOR BOLTS (TYP)
1 1/16" DIA HOLE FOR
M
IN
EDGE DIST
TYP
OR EQUAL
HIT RE-500 V3 EPOXY
B7 ROD WITH HILTI
1" DIA ASTM A193
B
- W10x26
W10x26
WT4x7.5
OUTLINE OF SIGN
W10x26
W10x26
POST (TYP)
TO FIT INSIDE W10
HORIZONTAL W10
COPE FLANGES OF
W10x26
OF SIGN
OUTLINE
AT LEAST 50°F.
AND A MINIMUM AGE OF 21 DAYS AND A TEMPERATURE OF
HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI
CONCRETE AT TIME OF ANCHOR INSTALLATION SHALL 4.
ROTARY IMPACT DRILL.
ANCHORS SHALL BE INSTALLED IN HOLES DRILLED WITH A 3.
ANCHORS SHALL MEET THE REQUIREMENT OF ACI 355.42.
GOVERNMENT PROVIDED.
PART OF THE ANCHORAGE. THESE ITEMS WILL NOT BE
BOLTS, NUTS, ADHESIVE AND NON-SHRINK GROUT AS
CONTRACTOR SHALL FURNISH AND INSTALL ANCHOR 1.
ANCHORAGE NOTES:
M A
X
C O
N C
R E
T E W
A L L
E D
G E O
F
WT4x7.5
W10x26
3/4" PLATE 3/4" PLATE
WITH SIGN
L4x3 INCLUDED
SHOP, SEE DETAIL 3
L4x3 WELDED IN
SHOP, SEE DETAIL 3
L4x3 WELDED IN
SHIMS, IF NECESSARY
CONTRACTOR TO PROVIDE
WITH SIGN
L4x3 INCLUDED
SHIMS, IF NECESSARY
CONTRACTOR TO PROVIDE
SHOP, SEE DETAIL 3
L4x3 WELDED IN
WITH SIGN
L4x3 INCLUDED
SHOP, SEE DETAIL 3
L4x3 WELDED IN
WITH SIGN
L4x3 INCLUDED
L4x3
W10x26
L4x3
MINIMUM EMBEDDMENT, SHOWN IN ABOVE.
4. FROM TOP LEVEL OF CONCRETE SURFACE, DRILL HOLE FOR
SURFACE USING HAND TOOLS.
3. CONTRACTOR TO REMOVE LOOSE CONCRETE TO PROVIDE LEVEL
DAMAGED.
2. ALL STRUCTURAL STEEL SHALL BE TOUCH UP PAINTED IF
1. ALL SIGNS ARE GOVERNMENT FURNISHED MATERIALS.
1" PLATE
6" M
IN
LOCK WALL
ANCHOR
EXPANSION
NUTS
WATER SIGN
OF DANGER TURBULENT
INSTALLATION PROCEDURE
NOTE: SEE NOTE 6 OF SUGGESTED
LOCATIONS TYP
MATCH SIGN MANUFACTURER
BOLTED CONNECTION, TO
LOCATIONS TYP
MATCH SIGN MANUFACTURER
BOLTED CONNECTION, TO
LOCATIONS TYP
MATCH SIGN MANUFACTURER
BOLTED CONNECTION, TO
LOCATIONS TYP
MATCH SIGN MANUFACTURER
BOLTED CONNECTION, TO
WITH SIGN
L4x3 INCLUDED
FLANGES
TYP BOTH
B
- SCALE: 1 1/2"=1'-0"
SECTION
A
S-5001 SCALE: 1 1/2"=1'-0"
SECTION
S-5001 NTS
DETAIL LIFTING
D
S-5001 SCALE: 1 1/2"=1'-0"
SECTION
E
S-5001 SCALE: 1 1/2"=1'-0"
SECTION
C
S-5001 SCALE: 1 1/2"=1'-0"
SECTION
F
S-5001 SCALE: 1 1/2"=1'-0"
SECTION
V-6136
T
Y S
Z K
IE
W
IC
Z
S S
W A
N S
IN
G E
R
A L L E
G H
E N
Y R
IV
E R L
O C
W E
R P
O O
L S
T A
G E H
Y D
R O
G R
A P
H S
I
N C
L U
S
IV
E
5. THE NGVD29 DATUM, AS SHOWN, IS 0.39 FEET HIGHER THAN NAVD88.
FROM THE FIELD WAS SCREENED AND INACCURATE DATA VALUES WERE CORRECTED.
4. BREAKS IN THE HYDROGRAPH INDICATE MISSING DATA. THE RAW NAVIGATION DATA
NGVD29. THE ZERO ELEVATION OF THE LOWER POOL GAGE IS 748.0 FEET NGVD29.
3. TARGET LOWER POOL IS A STAGE OF 9.0 FEET AND AN ELEVATION OF 757.0 FEET
IS NOTED.
2. FOR PEAK ELEVATIONS AT OR ABOVE 780.0 FEET, THE ACTUAL PEAK ELEVATION
COMPUTED FROM CORPS OF ENGINEERS RECORDS AT ALLEGHENY RIVER L/D 6.
1. HISTORICAL STAGE HYDROGRAPHS ARE BASED ON DAILY AVERAGE VALUES
NOTES:
S P
O L
A K
O W
S K I
/s S
A R
A W
O
ID
A P .E
M
A Y
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
F
IL
E N
A M
E
P L
O T D
A T
E
A
B
C
D
E
F
G
-M
A Y -2
:1
P
IT
T S
B U
R G
H D
IS
T R
IC
T
A N
S I
D
L
IB
E R
T Y A
V E
N U
E
P
IT
T S
B U
R G
H P
A
A L L E
G H
E N
Y R
IV
E R B
A
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
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
D A
T E
L O
C K W
A L L S
IG
N S
A L L E
G H
E N
Y R
IV
E R L
O C
K S A
N D D
A M
S A
N D
CERTIFIED FINAL DOCUMENTS
W
W N
B
V-6137
T
Y S
Z K
IE
W
IC
Z
S S
W A
N S
IN
G E
R
A L L E
G H
E N
Y R
IV
E R L
O C
W E
R P
O O
L S
T A
G E H
Y D
R O
G R
A P
H S
I
N C
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S
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1. SEE SHEET V-6136 FOR NOTES REFERRING TO LOWER POOL STAGE HYDROGRAPHS.
NOTE:
S P
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1 2 3 4 5 6 7 8 9 10
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V-6138
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S P
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S K I
1. SEE SHEET V-6136 FOR NOTES REFERRING TO LOWER POOL STAGE HYDROGRAPHS.
NOTE:
/s S
A R
A W
O
ID
A P .E
M
A Y
SHEET ID
U .S
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M Y C
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P S O
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®of Engineers
US Army Corps
1 2 3 4 5 6 7 8 9 10
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CERTIFIED FINAL DOCUMENTS
W
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V-6139
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I
N C
L U
S
IV
E
5. THE NGVD29 DATUM, AS SHOWN, IS 0.39 FEET HIGHER THAN NAVD88.
THE FIELD WAS SCREENED AND INACCURATE DATA VALUES WERE CORRECTED.
4. BREAKS IN THE HYDROGRAPH INDICATE MISSING DATA. THE RAW NAVIGATION DATA FROM
THE ZERO ELEVATION OF THE UPPER POOL GAGE IS 760.4 FEET NGVD29.
3. TARGET UPPER POOL IS A STAGE OF 9.0 FEET AND AN ELEVATION OF 769.4 FEET NGVD29.
2. FOR PEAK ELEVATIONS AT OR ABOVE 790.0 FEET, THE ACTUAL PEAK ELEVATION IS NOTED.
FROM CORPS OF ENGINEERS RECORDS AT ALLEGHENY RIVER L/D 6.
1. HISTORICAL STAGE HYDROGRAPHS ARE BASED ON DAILY AVERAGE VALUES COMPUTED
NOTES:
S P
O L
A K
O W
S K I
/s S
A R
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ID
A P .E
M
A Y
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
F
IL
E N
A M
E
P L
O T D
A T
E
A
B
C
D
E
F
G
-M
A Y -2
:2
P
IT
T S
B U
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T R
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T
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D
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T Y A
V E
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IT
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A
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G H
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A T
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D A
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IG
N S
A L L E
G H
E N
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IV
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K S A
N D D
A M
S A
N D
CERTIFIED FINAL DOCUMENTS
W
W N
B
V-6140
T
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W
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S S
W A
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G E
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P E
R P
O O
L S
T A
G E H
Y D
R O
G R
A P
H S
I
N C
L U
S
IV
1. SEE SHEET V-6139 FOR NOTES REFERRING TO UPPER POOL STAGE HYDROGRAPHS.
S P
O L
A K
O W
S K I
/s S
A R
A W
O
ID
A P .E
M
A Y
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
F
IL
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A M
E
P L
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A T
E
A
B
C
D
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F
G
-M
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A L L E
G H
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IV
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K S A
N D D
A M
S A
N D
CERTIFIED FINAL DOCUMENTS
W
W N
B
V-6141
T
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W
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Z
S S
W A
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P E
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L S
T A
G E H
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R O
G R
A P
H S
I
N C
L U
S
1. SEE SHEET V-6139 FOR NOTES REFERRING TO UPPER POOL STAGE HYDROGRAPHS.
S P
O L
A K
O W
S K I
/s S
A R
A W
O
ID
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M
A Y
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
F
IL
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A M
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P L
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A T
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A
B
C
D
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F
G
-M
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P
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A L L E
G H
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IV
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K S A
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A M
S A
N D
CERTIFIED FINAL DOCUMENTS
W
W N
B
V-6142
T
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W
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S S
W A
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T
IO
N A
N D D
IS
C H
A R
G E C
U R
V
2. PERIOD OF RECORD: WY1995-2017
LOCK AND DAM 6.
COMPUTED FROM CORPS OF ENGINEERS RECORDS AT ALLEGHENY
1. ELEVATION DURATIONS ARE BASED ON DAILY AVERAGE VALUES
NOTES:
S P
O L
A K
O W
S K I
/s S
A R
A W
O
ID
A P .E
M
A Y
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
F
IL
E N
A M
E
P L
O T D
A T
E
A
B
C
D
E
F
G
-M
A Y -2
:4
P
IT
T S
B U
R G
H D
IS
T R
IC
T
A N
S I
D
L
IB
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T Y A
V E
N U
E
P
IT
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B U
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H P
A
A L L E
G H
E N
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IV
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A
L
IC
IT
A T
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N N
O
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S
IG
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D B
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S C
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N M
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IG
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A L L E
G H
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IV
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O C
K S A
N D D
A M
S A
N D
CERTIFIED FINAL DOCUMENTS
W
W N
B
V-6145
T
Y S
Z K
IE
W
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Z
S S
W A
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IN
G E
R
A L L E
G H
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IV
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W E
R P
O O
L S
T A
G E H
Y D
R O
G R
A P
H S
I
N C
L U
S
IV
E
5. THE NGVD29 DATUM, AS SHOWN, IS 0.39 FEET HIGHER THAN NAVD88.
THE FIELD WAS SCREENED AND INACCURATE DATA VALUES WERE CORRECTED.
4. BREAKS IN THE HYDROGRAPH INDICATE MISSING DATA. THE RAW NAVIGATION DATA FROM
THE ZERO ELEVATION OF THE UPPER POOL GAGE IS 760.4 FEET NGVD29.
3. TARGET LOWER POOL IS A STAGE OF 9.0 FEET AND AN ELEVATION OF 769.4 FEET NGVD29.
2. FOR PEAK ELEVATIONS AT OR ABOVE 790.0 FEET, THE ACTUAL PEAK ELEVATION IS NOTED.
FROM CORPS OF ENGINEERS RECORDS AT ALLEGHENY RIVER L/D 7.
1. HISTORICAL STAGE HYDROGRAPHS ARE BASED ON DAILY AVERAGE VALUES COMPUTED
NOTES:
S P
O L
A K
O W
S K I
/s S
A R
A W
O
ID
A P .E
M
A Y
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
F
IL
E N
A M
E
P L
O T D
A T
E
A
B
C
D
E
F
G
-M
A Y -2
:4
P
IT
T S
B U
R G
H D
IS
T R
IC
T
A N
S I
D
L
IB
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T Y A
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A
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A L L E
G H
E N
Y R
IV
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K S A
N D D
A M
S A
N D
CERTIFIED FINAL DOCUMENTS
W
W N
B
V-6146
T
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Z K
IE
W
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Z
S S
W A
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IN
G E
R
A L L E
G H
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IV
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R P
O O
L S
T A
G E H
Y D
R O
G R
A P
H S
I
N C
L U
S
IV
E
1. SEE SHEET V-6145 FOR NOTES REFERRING TO LOWER POOL STAGE HYDROGRAPHS.
NOTE:
S P
O L
A K
O W
S K I
/s S
A R
A W
O
ID
A P .E
M
A Y
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
F
IL
E N
A M
E
P L
O T D
A T
E
A
B
C
D
E
F
G
-M
A Y -2
:4
P
IT
T S
B U
R G
H D
IS
T R
IC
T
A N
S I
D
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T Y A
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A
A L L E
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D A
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IG
N S
A L L E
G H
E N
Y R
IV
E R L
O C
K S A
N D D
A M
S A
N D
CERTIFIED FINAL DOCUMENTS
W
W N
B
V-6147
T
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Z K
IE
W
IC
Z
S S
W A
N S
IN
G E
R
A L L E
G H
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L O
W E
R P
O O
L S
T A
G E H
Y D
R O
G R
A P
H S
I
N C
L U
S
IV
E
1. SEE SHEET V-6145 FOR NOTES REFERRING TO LOWER POOL STAGE HYDROGRAPHS.
NOTE:
S P
O L
A K
O W
S K I
/s S
A R
A W
O
ID
A P .E
M
A Y
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
F
IL
E N
A M
E
P L
O T D
A T
E
A
B
C
D
E
F
G
-M
A Y -2
:5
P
IT
T S
B U
R G
H D
IS
T R
IC
T
A N
S I
D
L
IB
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T Y A
V E
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E
P
IT
T S
B U
R G
H P
A
A L L E
G H
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A
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IT
A T
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N N
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S
IG
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D B
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N M
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D B
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D B
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D R
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S
U E D
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D A
T E
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IG
N S
A L L E
G H
E N
Y R
IV
E R L
O C
K S A
N D D
A M
S A
N D
CERTIFIED FINAL DOCUMENTS
W
W N
B
V-6148
T
Y S
Z K
IE
W
IC
Z
S S
W A
N S
IN
G E
R
A L L E
G H
E N
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IV
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O C
P E
R P
O O
L S
T A
G E H
Y D
R O
G R
A P
H S
I
N C
L U
S
IV
E
5. THE NGVD29 DATUM, AS SHOWN, IS 0.39 FEET HIGHER THAN NAVD88.
THE FIELD WAS SCREENED AND INACCURATE DATA VALUES WERE CORRECTED.
4. BREAKS IN THE HYDROGRAPH INDICATE MISSING DATA. THE RAW NAVIGATION DATA FROM
THE ZERO ELEVATION OF THE UPPER POOL GAGE IS 773.4 FEET NGVD29.
3. TARGET UPPER POOL IS A STAGE OF 9.0 FEET AND AN ELEVATION OF 782.4 FEET NGVD29.
2. FOR PEAK ELEVATIONS AT OR ABOVE 800.0 FEET, THE ACTUAL PEAK ELEVATION IS NOTED.
FROM CORPS OF ENGINEERS RECORDS AT ALLEGHENY RIVER L/D 7.
1. HISTORICAL STAGE HYDROGRAPHS ARE BASED ON DAILY AVERAGE VALUES COMPUTED
NOTES:
S P
O L
A K
O W
S K I
/s S
A R
A W
O
ID
A P .E
M
A Y
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
F
IL
E N
A M
E
P L
O T D
A T
E
A
B
C
D
E
F
G
-M
A Y -2
:5
P
IT
T S
B U
R G
H D
IS
T R
IC
T
A N
S I
D
L
IB
E R
T Y A
V E
N U
E
P
IT
T S
B U
R G
H P
A
A L L E
G H
E N
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IV
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A
L
IC
IT
A T
IO
N N
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D E
S
IG
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D B
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D E
S C
R
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N M
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D B
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D A
T E
L O
C K W
A L L S
IG
N S
A L L E
G H
E N
Y R
IV
E R L
O C
K S A
N D D
A M
S A
N D
CERTIFIED FINAL DOCUMENTS
W
W N
B
V-6149
T
Y S
Z K
IE
W
IC
Z
S S
W A
N S
IN
G E
R
A L L E
G H
E N
Y R
IV
E R L
O C
P E
R P
O O
L S
T A
G E H
Y D
R O
G R
A P
H S
I
N C
L U
S
1. SEE SHEET V-6148 FOR NOTES REFERRING TO UPPER POOL STAGE HYDROGRAPHS.
O L
A K
O W
S K I
/s S
A R
A W
O
ID
A P .E
M
A Y
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
F
IL
E N
A M
E
P L
O T D
A T
E
A
B
C
D
E
F
G
-M
A Y -2
:0
P
IT
T S
B U
R G
H D
IS
T R
IC
T
A N
S I
D
L
IB
E R
T Y A
V E
N U
E
P
IT
T S
B U
R G
H P
A
A L L E
G H
E N
Y R
IV
E R B
A
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
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
D A
T E
L O
C K W
A L L S
IG
N S
A L L E
G H
E N
Y R
IV
E R L
O C
K S A
N D D
A M
S A
N D
CERTIFIED FINAL DOCUMENTS
W
W N
B
V-6150
T
Y S
Z K
IE
W
IC
Z
S S
W A
N S
IN
G E
R
A L L E
G H
E N
Y R
IV
E R L
O C
P E
R P
O O
L S
T A
G E H
Y D
R O
G R
A P
H S
I
N C
L U
S
1. SEE SHEET V-6148 FOR NOTES REFERRING TO UPPER POOL STAGE HYDROGRAPHS.
S P
O L
A K
O W
S K I
/s S
A R
A W
O
ID
A P .E
M
A Y
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
F
IL
E N
A M
E
P L
O T D
A T
E
A
B
C
D
E
F
G
-M
A Y -2
:0
P
IT
T S
B U
R G
H D
IS
T R
IC
T
A N
S I
D
L
IB
E R
T Y A
V E
N U
E
P
IT
T S
B U
R G
H P
A
A L L E
G H
E N
Y R
IV
E R B
A
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
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
D A
T E
L O
C K W
A L L S
IG
N S
A L L E
G H
E N
Y R
IV
E R L
O C
K S A
N D D
A M
S A
N D
CERTIFIED FINAL DOCUMENTS
W
W N
B
V-6151
T
Y S
Z K
IE
W
IC
Z
S S
W A
N S
IN
G E
R
A L L E
G H
E N
Y R
IV
E R L
O C
R A
T
IO
N A
N D D
IS
C H
A R
G E C
U R
V
2. PERIOD OF RECORD: WY1995-2017
LOCK AND DAM 7.
COMPUTED FROM CORPS OF ENGINEERS RECORDS AT ALLEGHENY
1. ELEVATION DURATIONS ARE BASED ON DAILY AVERAGE VALUES
NOTES:
S P
O L
A K
O W
S K I
/s S
A R
A W
O
ID
A P .E
M
A Y
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
F
IL
E N
A M
E
P L
O T D
A T
E
A
B
C
D
E
F
G
-M
A Y -2
:1
P
IT
T S
B U
R G
H D
IS
T R
IC
T
A N
S I
D
L
IB
E R
T Y A
V E
N U
E
P
IT
T S
B U
R G
H P
A
A L L E
G H
E N
Y R
IV
E R B
A
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
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
D A
T E
L O
C K W
A L L S
IG
N S
A L L E
G H
E N
Y R
IV
E R L
O C
K S A
N D D
A M
S A
N D
CERTIFIED FINAL DOCUMENTS
W
W N
B
8'-0" (96")
2'-0" 1'-0" ƒ
5'-5" (65")
1'-4‚" ƒ
5'-5" (65")
1'-4‚"
6'-7" (79")
1'-7ƒ" 9"
6'-2" (74")
1'-6•" 6"
5'-4" (64")
NOTE:
MK LMOO-C-5053-6
( 1 INSTALLED SPRING 2013; 2 REMAINING TO BE INSTALLED - SEE NOTE 2 )
3 REQUIRED TOTAL
ALUMINUM SHEET
SCALE: ƒ" = 1'-0"
RESTRICTED/KEEP OUT/DAM AHEAD
Arrival
Point
WLI-05 MK LMOO-C-5053-1 (2 REQ'D.)
MK LMOO-C-5053-1
2 REQUIRED TOTAL
ALUMINUM SHEET
SCALE: ƒ" = 1'-0"
ARRIVAL POINT
Lock
WLI-01 MK LMOO-C-5053-2 (1 REQ'D.)
MK LMOO-C-5053-2
1 REQUIRED TOTAL
ALUMINUM SHEET
SCALE: ƒ" = 1'-0"
LOCK ARROW RIGHT
Lock
WLI-02 MK LMOO-C-5053-3 (1 REQ'D.)
MK LMOO-C-5053-3
1 REQUIRED TOTAL
ALUMINUM SHEET
SCALE: ƒ" = 1'-0"
LOCK ARROW LEFT
Danger
Turbulent
Water ƒ ƒ
WDA-03 MK LMOO-C-5053-4 (1 REQ'D.)
MK LMOO-C-5053-4
1 REQUIRED TOTAL
ALUMINUM SHEET
SCALE: ƒ" = 1'-0"
DANGER/TURBULENT WATER
Cord for
Lockage
WLI-11
Pull Signal
MK LMOO-C-5053-5 (2 REQ'D.)
MK LMOO-C-5053-5
2 REQUIRED TOTAL
ALUMINUM SHEET
SCALE: ƒ" = 1'-0"
PULL SIGNAL CORD...
KEEP OUT
DAM AHEAD
DBRD-R MK LMOO-C-5053-6 (3 REQ'D.)
IP
P W
P :d m s
L M
O O
C .d g n
H
T S
D R
S T
M A
R
:4
L M
O O
C .d g n
.3
:1
0 1' 2' 3'
SCALE: ƒ"=1'
N E
W S
A F
E T
Y C
R
IT
IC
A L W
A T
E R
W A
Y S
IG
N A
G E
C-5053
S
IG
N T
Y P
E A
N D L
E G
E N
D F
O R
M A
T
S H
E E
T O
F
M
D E
B E
S
B
C R
A T
T Y x
SHEET C-4052) WAS INSTALLED IN SPRING 2013.
BE LOCATED ON THE LOWER GUARD WALL (SEE
2. THE "RESTRICTED/KEEP OUT/DAM AHEAD" SIGN TO
C-4052 AND C-5054.
1. WORK THIS DRAWING WITH SHEETS C-1050, C-4051,
K
D O
R
IA
N s
B
H
S C
H N
E L
L E
R
P .E
N
V
E M
B
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
PITTSBURGH DISTRICT
IT
T S
B U
R G
H P
A W
A T
E R
W A
Y S
IG
N S
O H
IO
R
IV
E R
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
CERTIFIED FINAL DOCUMENTS
NOT IN CONTRACT
H4TSDRST
Line
H4TSDRST
Line
H4TSDRST
Line
H4TSDRST
Line
H4TSDRST
Line
H4TSDRST
Line
H4TSDRST
Line
H4TSDRST
Line
H4TSDRST
Line
H4TSDRST
Line
H4TSDRST
Line
H4TSDRST
Line
H4TSDRST
Line
H4TSDRST
Line
H4TSDRST
Line
H4TSDRST
Line
H4TSDRST
Line
H4TSDRST
Line
H4TSDRST
Line
H4TSDRST
Line
H4TSDRST
Line
H4TSDRST
Line
H4TSDRST
Line
H4TSDRST
Line
H4TSDRST
Line
H4TSDRST
Line
H4TSDRST
Line
H4TSDRST
Line
H4TSDRST
Line
H4TSDRST
Line
| Contract Dwgs |
| G-0001 |
| G-0002 |
| G-0003 |
| G-1004 |
| G-4005 |
| G-1007 |
| G-4008 |
| C-1001 |
| C-1002 |
| S-5001 |
| S-5002 |
| V-6136 |
| V-6137 |
| V-6138 |
| V-6139 |
| V-6140 |
| V-6141 |
| V-6142 |
| V-6145 |
| V-6146 |
| V-6147 |
| V-6148 |
| V-6149 |
| V-6150 |
| V-6151 |
| Reference Dwgs |
| LMOO_565_C-5053 |
File details come from the government source that posted it.