Attachment_1_Plans.pdf
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G-0015
K
H O
E S
C H 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
Pittsburgh District
C O
V E
R S
H E
E T
B
C R
A T
T Y
/s/ JAMES T. SHIBATA, P.E.
/s/ STEPHEN R. STOLTZ, P.E.
/s/ JEFFREY E. FRITZ, P.E.
OHIO RIVER BASIN
NEW CUMBERLAND LOCKS AND DAM
PHASE 4 CONCRETE SAWCUTTING AT FLOATING MOORING BITT LOCATIONS
JEFFERSON COUNTY, OHIO
W911WN-16-T-8009
CERTIFIED FINAL DOCUMENTS
JUNE 2016
J
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15 JUNE 2016
15 JUNE 2016
15 JUNE 2016
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®of Engineers
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-T -8
CERTIFIED FINAL DOCUMENTS
A N
S I D
RIVER
LAND
MIDDLE
ESPLANADE
WALL
WALL
WALL
OPERATIONS BUILDING
PARKING AREA
OHIO
ROUTE
.6
A
.2
A
.0
A
.1
B
SERVICE BUILDING
110' X 1200'
110' X 600'
OHIO RIVER
FLOW
LOCATION
PROJECT
N.T.S.
GENERAL PLAN
SCALE: 1 INCH = 1 MILE
PROJECT LOCATION MAP
SCALE: 1 INCH = 20 MILES
PROJECT VICINITY MAP
LOCATION
PROJECT
G-0016
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CERTIFIED FINAL DOCUMENTS
A N
S
TITLE
REFERENCE DRAWINGS
O-LNC-20/19.3
O-LNC-20/29.4
O-LNC-20/30.3
OHIO RIVER - NEW CUMBERLAND LOCKS & DAM - LOCK WALLS - BULKHEAD AND FLOATING MOORING BITT RECESSES - "AS-BUILT" DRAWING DATED 30 DECEMBER 1961
OHIO RIVER - NEW CUMBERLAND LOCKS & DAM - LOCK WALLS - WALL ARMOR - PLAN AND ELEVATIONS - "AS-BUILT" DRAWING DATED 30 DECEMBER 1961
OHIO RIVER - NEW CUMBERLAND LOCKS & DAM - LOCKS - MISCELLANEOUS METAL - WALL ARMOR - "AS-BUILT" DRAWING DATED 30 DECEMBER 1961
O-LNC-20/35.3 OHIO RIVER - NEW CUMBERLAND LOCKS & DAM - LOCKS - MISCELLANEOUS METAL - MITER SILL SEAL ANGLE - FLOATING MOORING BITT ANCHORAGE - "AS-BUILT" DRAWING DATED 30 DECEMBER 1961
O-LNC-20/42.2 OHIO RIVER - NEW CUMBERLAND LOCKS & DAM - LOCK WALLS - REINFORCING - FOOTINGS & MISCELLANEOUS - "AS-BUILT" DRAWING DATED 30 DECEMBER 1961
O-LNC-20/31.3 OHIO RIVER - NEW CUMBERLAND LOCKS & DAM - LOCKS - MISCELLANEOUS METAL - DETAILS - "AS-BUILT" DRAWING DATED 30 DECEMBER 1961
O-LNC-29/10.2 OHIO RIVER - NEW CUMBERLAND LOCKS & DAM - ELECTRICAL SYSTEM - MIDDLE WALL - PLANS AND ELEVATIONS - "AS-BUILT" DRAWING DATED 30 DECEMBER 1961
TITLE
CIVIL
IDENT. NO.
SHEET
CONTRACT DRAWINGS
GENERAL
LNCO_203_G-0016 G-0016
LNCO_100_G-0017 G-0017
LNCO_420_C-1010 420 C-1010
LNCO_420_C-2011 420 C-2011
LNCO_100_G-0015 G-0015
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SHEET ID
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®of Engineers
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CERTIFIED FINAL DOCUMENTS
A N
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ABBREVIATIONS
USACE U.S. ARMY CORPS OF ENGINEERS
N.T.S. NOT TO SCALE
REQ'D REQUIRED
MAX MAXIMUM
MIN MINIMUM
TYP TYPICAL
ELEVATIONEL
C/C
CONC CONCRETE
CENTER-TO-CENTER
CWL CONTRACTOR WORK LIMITS
C CENTERLINEL
EA EACH
EQ EQUAL
LEGEND
CONTRACTOR WORK LIMITS
STA STATION
CY CUBIC YARDS
T/ TOP OF
DWG(S) DRAWING(S)
EXISTING CONCRETE
CONCRETE CUT LINE
G-0017
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N S S
H E
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GENERAL NOTES
REPRESENT EXISTING FEATURES.
1. ITEMS CALLED OUT IN ITALICS AND/OR DISPLAYED IN GRAYSCALE
FILENAME
CODE
DWG.
DRAWING NO.
100 COVER SHEET
PROJECT LOCATION AND VICINITY MAPS AND GENERAL PLAN
DRAWING INDEX, LEGEND AND ABBREVIATIONS SHEET
AUXILIARY LOCKING CHAMBER - FLOATING MOORING BITT LOCATION PLAN
CONCRETE REMOVAL LIMITS - ELEVATION AND SECTIONS
F L
O A
T
IN
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B
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T
F L
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A
.0
B
F L
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A
.0
B
F L
O A
T
O R
T
S T
A
.0
B
S T
A
.0
B
FLOW
LEGEND
200'0 100'
SCALE: 1"=100'
SCALE: 1" = 100'
FLOATING MOORING BITT LOCATION PLAN
C-1010
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CERTIFIED FINAL DOCUMENTS
A N
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4'-0‚" (+1•", -0")
C FLOATING MOORING BITT (TYP)L
L
LOCK WALL
TOP OF
FOR EXISTING FRAMING IN WALL
ONLY - SEE REFERENCE DWGS
FOR INFORMATIONAL PURPOSES
REMOVAL AND IS SHOWN HERE
GOVERNMENT AFTER CONCRETE
FRAMING TO BE INSTALLED BY
C FLOATING MOORING BITT (TYP)LC FLOATING MOORING BITT (TYP)L
FOR EXISTING FRAMING IN WALL
ONLY - SEE REFERENCE DWGS
FOR INFORMATIONAL PURPOSES
REMOVAL AND IS SHOWN HERE
GOVERNMENT AFTER CONCRETE
FRAMING TO BE INSTALLED BY
CONCRETE CUT LINE (TYP)
NOT SHOWN ON ELEVATION FOR CLARITY.
PROTECTION, AS WELL AS WALL ARMOR,
NOTE: VERTICAL AND HORIZONTAL CORNER
SIDE) - SEE NOTE 2, THIS DWG
CONCRETE CUT LINE (TYP EACH
TYPE CPC, TO BE CUT AT
VERTICAL CORNER PROTECTION,
DWG
NOTE 2, THIS
SIDE) - SEE
LINES (TYP EA
CONCRETE CUT
BE CUT AT
PROTECTION TO
CORNER
HORIZONTAL
VERTICAL AND
U
ID
E
H
A N
N E
L S
T
Y P
THIS DWG
(TYP EACH SIDE) - SEE NOTE 2,
TO BE CUT AT CONCRETE CUT LINE
TYPE CPA, AND ANGLE CAP CASTING
HORIZONTAL CORNER PROTECTION,
PARAGRAPHS 1.21 AND 3.3.3, FOR ADDITIONAL INFORMATION.
"A" AND "B", THIS SHEET. SEE SPECIFICATIONS SECTION 01 11 00,
10. CONCRETE CUTTING TOLERANCES ARE AS INDICATED ON SECTIONS
CAN BE LIFTED OUT.
BE LESS THAN THE CHAMBER FACE WIDTH, SO THAT THE BLOCK
THAN THE TOP WIDTH, AND THE BACK WIDTH OF THE CUT SHALL
9. THE BOTTOM WIDTH OF THE CUTOUT BLOCK SHALL BE LESS
LINES TO PROVIDE ROOM FOR THE WIRE SAW PULLEYS.
8. VERTICAL CORNER HOLES MAY EXTEND DEEPER THAN FINISH CUT
CUTOUT CORNER.
THE INTERSECTING LINES OF THE FINISH CUTS, LEAVING A RADIUS
7. VERTICAL AND HORIZONTAL CORNER HOLES CAN BE CENTERED ON
DRAWINGS FOR EXISTING FRAMING.
BY GOVERNMENT AFTER CONCRETE REMOVAL. SEE REFERENCE
6. FRAMING SHOWN ON DRAWING IS NEW AND SHALL BE INSTALLED
5. WALL ARMOR NOT SHOWN FOR CLARITY.
4. CUTOUT SHOWN IS TYPICAL.
APPROXIMATELY 25 C.Y.
3. TOTAL CONCRETE TO BE REMOVED BY GOVERNMENT IS
PROHIBITED.
(AS A METHOD OF CUTTING) ARMOR OR CORNER PROTECTION IS
VERTICAL CORNER PROTECTION AT CONCRETE CUT LINES. BURNING
2. CONTRACTOR TO CUT WALL ARMOR, TOP CORNER PROTECTION AND
WILL REMOVE CONCRETE SECTION.
1. CONTRACTOR TO CUT CONCRETE FREE AS INDICATED. GOVERNMENT
0 1' 2'
SCALE: 1"=1'
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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
A N
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NOTES
SCALE: 1"=1'
FLOATING MOORING BITT ANCHORAGE ELEVATION
B
B
SECTION
SCALE: 1"=1'
A
SECTION
SCALE: 1"=1'
LINE (TYP)
CONCRETE CUT
C-2011
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REFERENCE DRAWING - N.T.S.
| LNCO_100_G-0015 |
| LNCO_203_G-0016 |
| LNCO_100_G-0017 |
| LNCO_420_C-1010 |
| LNCO_420_C-2011 |
| reference drawings.pdf |
| O-LNC-20_19.3 |
| O-LNC-20_29.4 |
| O-LNC-20_30.3 |
| O-LNC-20_31.3 |
| O-LNC-20_35.3 |
| O-LNC-20_42.2 |
| O-LNC-29_10.2 |
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