Plans W911WN-12-T-0025.pdf
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- Concrete Saw Cutting Federal contract opportunity
- Solicitation number
- W911WN12T0025
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US ARMY CORPS
OF ENGINEERS
PITTSBURGH DISTRICT
OHIO
JEFFERSON COUNTY
NEW CUMBERLAND LOCKS AND DAM
OHIO RIVER
PHASE II
MOORING BITT CONCRETE REMOVAL
SAW CUTTING FOR FLOATING
SOLICITATION NO. W911WN-12-T-0025
CERTIFIED FINAL
MAY 2012
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
TITLE
CIVIL
IDENT. NO.
SHEET
CONTRACT DRAWINGS
GENERAL
LNCO_100_G-0005 G-0005
LNCO_100_G-0006 G-0006
LNCO_420_C-1001 420 C-1001
LNCO_420_C-2002 420 C-2002
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/s/BETH L. SCHNELLER, P.E. 31 MAY 2012
/s/MARK JONES, P.E. 31 MAY 2012
31 MAY 2012/s/PAULA G. BOREN, P.E.
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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
CONSTRUCTION DIVISION
DATECHIEF, ENGINEERING AND
APPROVED BY:
BRANCH CHIEF DATE
APPROVAL RECOMMENDED BY:
SECTION CHIEF DATE
SUBMITTED BY:
ANDAPPROVAL OF ALL DRAWINGS LISTED ON THE INDEX SHEET.
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION
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CODE
DWG.
DRAWING NO.
PHASE II CONCRETE REMOVAL - FLOATING MOORING BITT LOCATION PLAN
PHASE II CONCRETE REMOVAL - DRAWING INDEX AND SIGNATURE SHEET
PHASE II CONCRETE REMOVAL - PROJECT LOCATION MAP, VICINITY MAP AND GENERAL PLAN
PHASE II CONCRETE REMOVAL - CONCRETE REMOVAL LIMITS - ELEVATION AND SECTIONS
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N.T.S.
PROJECT LOCATION N.T.S.
GENERAL PLAN
1 1 0’ X 1 200’
1 1 0’ X 600’ OPERATIONS BUILDING
PARKING AREA
WALLMIDDLE
WALL
LAND WALL
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FRANKFORT SPRINGS
NEW CUMBERLAND
NEW CUMBERLAND
LOCKS AND DAM
MONTGOMERY L/D
(MILE 31.7)
(MILE 54.4)
COLUMBIANA COUNTY
OHIO
OHIO
JEFFERSON COUNTY
HANCOCK COUNTY
W VA
BROOKE COUNTY
W VA
PA.
BEAVER COUNTY
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SCALE: 1"=100’
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1’-8�"
1’-6"
1’-6"
2�"
W8x18
C12x20.7 (TYP)
(TYP)
C12x20.7
(TYP)
C12x20.7
1’-0"
THE GUIDE
THE PLUMBNESS OF
PLATES FOR ADJUSTING
W8x18
W8x18
�"x3" BAR
LINE (TYP)
CONCRETE CUT
3’-11" HOLD
C12x20.7 (TYP)
4’-0�" +1�"-0"
FRAMING IN WALL.
ONLY. SEE REFERENCE DRAWINGS FOR EXISTING
AFTER CONCRETE REMOVAL. FOR INFORMATION
FRAMING TO BE INSTALLED BY GOVERNMENT
FRAMING IN WALL.
ONLY. SEE REFERENCE DRAWINGS FOR EXISTING
AFTER CONCRETE REMOVAL. FOR INFORMATION
FRAMING TO BE INSTALLED BY GOVERNMENT
4�"4�"4�"2�"
FRAMING IN CONCRETE.
SEE REFERENCE DRAWINGS FOR EXISTING
GOVERNMENT. FOR INFORMATION ONLY.
FRAMING TO BE INSTALLED BY THE
TOP OF LOCK WALL
W8x18
W8x18
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 THAT IS TO BE INSTALLED
PROTECTION NOT SHOWN FOR CLARITY.
5. WALL ARMOR, TOP CORNER PROTECTION AND VERTICAL CORNER
4. CUTOUT SHOWN IS TYPICAL.
3. TOTAL CONCRETE REMOVAL IS APPROXIMATELY 10 C.Y.
VERTICAL CORNER PROTECTION.
2. CONTRACTOR TO CUT WALL ARMOR, TOP CORNER PROTECTION AND
WILL REMOVE CONCRETE SECTION.
1. CONTRACTOR TO CUT CONCRETE FREE AS INDICATED. GOVERNMENT
C FLOATING MOORING BITT (TYP.)L
LC
O A
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C FLOATING MOORING BITT (TYP.)LC FLOATING MOORING BITT (TYP.)L
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SCALE: 1�"=1’
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SCALE: 1"=1’
C O
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FLOATING MOORING BITT ANCHORAGE ELEVATION
SECTION
SCALE: 1"=1’
SCALE: 1"=1’
SCALE: 1�"=1’
1’
R
LC
MIN INTO EXISTING CONCRETE
ANCHOR BOLTS EMBED 1’-0"
1�" DIA HOLES FOR 1" DIA
W8x18 (BEYOND)
W8x18 (BEYOND)
NOTES
REFERENCE DRAWING - N.T.S.
H4TSDBLS
Cross-Out
H4TSDBAC
Text Box
| Contract |
| Cover |
| G-0005 |
| G-0006 |
| C-1001 |
C-2002
| Reference |
| O-LNC-20_19.3 |
| O-LNC-20_29.4 |
| O-LNC-20_30.3 |
| O-LNC-20_35.3 |
| O-LNC-20_42.2 |
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