Cover Replacement Review Set .pdf
PDF 2 MB Posted
- Attached to
- Man Access Cover Replacement
- Solicitation number
- 6923G523Q1313
About this file
This document package contains drawings and specifications for a man access cover replacement project for the Department of Transportation Saint Lawrence Seaway Development Corporation. The project involves replacing man access covers at the Eisenhower and Snell Locks located in Massena, New York. Fourteen steel access covers of various sizes will be replaced at the two lock sites, along with installation of ladder safety extension devices. The drawings provide cover locations, dimensions, demolition details, and installation requirements. Contractors must verify field conditions and submit cover shop drawings for approval prior to ordering materials. Completed covers must meet specified load ratings and incorporate drain lines, hinges, locks, lift handles, and other components as detailed.
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Other files
| File | Type | Posted |
|---|---|---|
| Davis-Bacon Act WD NY20230009.pdf | ||
| Specifications for Access Covers.pdf | ||
| RFQ 6923G523Q1313.pdf | ||
| Past Performance Questinnaire (PPQ).pdf |
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Text version
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SLS-370-268/1
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EISENHOWER & SNELL LOCKS
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DMD
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MAN ACCESS COVER REPLACEMENT
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EISENHOWER & SNELL LOCKS MAN ACCESS COVER REPLACEMENT
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GREAT LAKES ST. LAWRENCE SEAWAY DEVELOPMENT CORPORATION
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MASSENA, NEW YORK OFFICE OF ENGINEERING AND MAINTENANCE
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BY
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COVER SHEET
AutoCAD SHX Text UNITED STATES DEPARTMENT OF TRANSPORTATION GREAT LAKES ST. LAWRENCE SEAWAY DEVELOPMENT CORPORATION
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EISENHOWER & SNELL LOCKS MAN ACCESS COVER REPLACEMENT
DRAWING LIST SLS-370-268/1 - COVER SHEET SLS-370-268/2 - VICINITY MAPS SLS-370-268/3 - COVER REPLACEMENT - SNELL UPSTREAM SLS-370-268/4 - COVER REPLACEMENT - SNELL DOWNSTREAM SLS-370-268/5 - COVER REPLACEMENT - EISENHOWER UPSTREAM SLS-370-268/6 - COVER REPLACEMENT - EISENHOWER DOWNSTREAM SLS-370-268/7 - COVER SCHEDULE SLS-370-268/8 - COVER DETAILS SLS-370-268/9 - LADDER SAFETY EXTENSION DEVICE DETAIL
ANDREWS ST.
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ST. LAWRENCE SEAWAY ADMINISTRATION BUILDING 180 ANDREWS STREET
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VISITORS' CENTER PARKING LOT
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EISENHOWER LOCK
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NORTH OVERLOOK PARKING LOT
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BARNHART ISLAND ROAD TO ST. LAWRENCE/FDR POWER PROJECT
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BAY
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WATERTOWN
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ALEX.
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ONTARIO
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NEW YORK
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CARTHAGE
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EISENHOWER LOCK ROAD TO BARNHART ISLAND ROAD
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WADDINGTON
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GOUVERNEUR
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OGDENSBURG
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MORRISTOWN
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ST. LAWRENCE RIVER
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CANTON
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TUPPER LAKE
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POTSDAM
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MALONE
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VT.
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LAKE CHAMPLAIN
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PLATTSBURGH
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QUEBEC
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PROJECT LOCATION
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MASSENA
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CORNWALL
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ROUSES PT.
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SNELL LOCK ROAD
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TO ROBINSON BAY ROAD
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SNELL LOCK
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TO US/CANADA BRIDGE
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ST. LAWRENCE SEAWAY MARINE BASE/ MAINTENANCE FACILITY
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MASSENA CENTER ROAD
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DONAHUE ROAD
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MAIN STREET
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RAQUETTE RIVER ROAD
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MASSENA
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RR TRACKS
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EAST ORVIS ST.
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MASSENA AIRPORT
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ALCOA
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HORTON ROAD
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ST. LAWRENCE CENTRE MALL
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DENNISON ROAD
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EISENHOWER LOCKLOCK
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RAQUETTE RIVER ROAD
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O'NEIL ROAD
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RAQUETTE RIVER
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FREGOE ROAD
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SO. GRASS RIVER RD.
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GRASS RIVER
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KINNIE ROAD
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ST. LAWRENCE RIVER
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TO NYPA POWER PROJECT
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SNELL LOCK
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LAKE ONTARIO
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VICINITY MAP
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LOCALITY MAP
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SNELL LOCK SITE MAP
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EISENHOWER LOCK SITE MAP
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SLS-370-268/2
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EISENHOWER & SNELL LOCKS
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DMD
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DMD
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TAO
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MAN ACCESS COVER REPLACEMENT
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EISENHOWER & SNELL LOCKS MAN ACCESS COVER REPLACEMENT
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GREAT LAKES ST. LAWRENCE SEAWAY DEVELOPMENT CORPORATION
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MASSENA, NEW YORK OFFICE OF ENGINEERING AND MAINTENANCE
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BY
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VICINITY MAPS
WV
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WV
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FF=204.72
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FF=204.53
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FF= 205.37
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STOP GATE ARM
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AutoCAD SHX Text T.G. 203.95
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TOP OF GRATE
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OVER GATES
AutoCAD SHX Text T.G. 203.79
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INV. 18" CMP 197.40
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DRAIN T.G. 203.79
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SOLID COV. T.G. 204.02
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AutoCAD SHX Text T.G. 204.20
AutoCAD SHX Text T.G. 204.30
AutoCAD SHX Text T.G. 204.33
AutoCAD SHX Text T.G. 204.33
AutoCAD SHX Text T.G. 204.07
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204.33 T.G.
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AutoCAD SHX Text T.G. 204.10
AutoCAD SHX Text T.G. 204.11
AutoCAD SHX Text T.G. 204.08
AutoCAD SHX Text T.G. 204.09
AutoCAD SHX Text T.G. 204.09
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FACE OF CONCRETE
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FACE OF CONCRETE
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FACE OF CONCRETE
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204.34 B.C. X 205.60 T.C.
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204.37 B.C. X 205.65 T.C.
AutoCAD SHX Text x204.21
AutoCAD SHX Text x204.13
AutoCAD SHX Text 203.75
AutoCAD SHX Text 204.21
AutoCAD SHX Text 204.21
AutoCAD SHX Text 203.70
AutoCAD SHX Text 203.85
AutoCAD SHX Text 203.33
AutoCAD SHX Text 203.43
AutoCAD SHX Text 203.12
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SITE BENCHMARK- - SNELL LOCK: BRASS DISK IN CONCRETE ELEVATION=204.23' IGLD 1985
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AUTOMATIC GATE
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CONC. VAULT W/ METAL COV.
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BRIDGE APPROACH RAMP
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TOWER
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UPSTREAM CONTROL HOUSE
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PAVED ROAD
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SHED
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GRAVEL PARKING
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SHED
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CENTER BUILDING
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W-BEAM GUIDE RAIL
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EDGE OF PAVEMENT
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ASPHALT PAVEMENT
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EDGE OF PAVEMENT
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TOWER
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SHED W/ STAIRS BELOW
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CRANE
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CRANE CONTROL HOUSE
AutoCAD SHX Text 203.43
AutoCAD SHX Text 203.20
AutoCAD SHX Text 203.71
AutoCAD SHX Text 210.00
AutoCAD SHX Text 203.30
AutoCAD SHX Text 207.83
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INV. 18" CMP 200.02
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METAL CRANE PAD
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CONCRETE PAD
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HORIZONTAL CONTROL POINT-#1 -#1 10"SPIKE NORTHING=2242752.40 EASTING=420046.05
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CONCRETE HEADWALL
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CONCRETE HEADWALL
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PAVED ROAD
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TG 203.10 E 199.40
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RIM 205.44 SUMP 194.94
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RIM 203.62 25'+ DEPTH
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RIM 203.06
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RIM 203.29
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RIM 203.48
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MH RIM:203.62
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METAL COV.
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CONC. BLOCK
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CONC. BLOCK
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ARM MECH.
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10" DRAIN
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COV.
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"TUNNEL"
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PULLBOX
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CONC.
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MOVABLE BRIDGE
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GRATE
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GRATE
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GRASS
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METAL COV. (TYP.)
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"SLSDC" MON. WELL (TYP.)
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"SLSDC" MON. WELL (TYP.)
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SHRUBS
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CONC.
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CABLE GUIDE RAIL
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CABINET
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PULLBOX
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CLEATS (TYP.)
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WINCH (TYP.)
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CLEATS (TYP.)
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WINCH (TYP.)
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FLUSH METAL PLATE
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FLUSH METAL PLATE
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"SLSDC" MON. WELL (TYP.)
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"SLSDC" MON. WELL (TYP.)
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CHAIN LINK FENCE
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RIM 204.20
AutoCAD SHX Text Saint Lawrence Seaway
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SLS-370-268/3
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NTS
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PROJECT NO:
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PROJECT TITLE:
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EISENHOWER & SNELL LOCKS
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DMD
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DMD
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TAO
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MAN ACCESS COVER REPLACEMENT
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EISENHOWER & SNELL LOCKS MAN ACCESS COVER REPLACEMENT
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GREAT LAKES ST. LAWRENCE SEAWAY DEVELOPMENT CORPORATION
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MASSENA, NEW YORK OFFICE OF ENGINEERING AND MAINTENANCE
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BY
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COVER REPLACEMENT - SNELL UPSTREAM
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COVER TYPE
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DIMENSIONS (CLEAR OPENING INSIDE)
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QTY ON THIS SHEET
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GENERAL NOTES - COVER NOMENCLATURE
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- LETTER DENOTES SIZE OF COVER
- NUMBER DENOTES SEQUENTIAL ORDER OF COVER
FF= 204.72
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FF=204.72
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FF= 204.46
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FF= 170.37
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STOP GATE ARM
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TOP OF GRATE
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OVER GATES
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T.G. 168.93 DRAIN
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T.G. 169.01 DRAIN
AutoCAD SHX Text T.G. 203.89
AutoCAD SHX Text T.G. 203.83
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T.G. 204.12 DRAIN
AutoCAD SHX Text T.G. 169.05
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T.G. 168.93 10" SLOTTEDDRAINS W/ VERT. DROP (TYP.)
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T.G. 168.96 DRAIN
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T.G. 203.89 DRAIN
AutoCAD SHX Text T.G. 204.10
AutoCAD SHX Text T.G. 185.67
AutoCAD SHX Text T.G. 188.57
AutoCAD SHX Text T.G. 204.30
AutoCAD SHX Text T.G. 204.24
AutoCAD SHX Text T.G. 204.31
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AutoCAD SHX Text T.G. 203.41
AutoCAD SHX Text T.G. 204.14
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AutoCAD SHX Text T.G. 204.10
AutoCAD SHX Text T.G. 204.13
AutoCAD SHX Text T.G. 204.12
AutoCAD SHX Text T.G. 204.09
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204.31 T.G.
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CONC.
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FACE OF CONCRETE
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FACE OF CONCRETE
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AutoCAD SHX Text x 204.27 B.C. 205.57 T.C.
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AutoCAD SHX Text x204.30
AutoCAD SHX Text x169.25
AutoCAD SHX Text x169.23
AutoCAD SHX Text x169.28
AutoCAD SHX Text x204.21
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204.27 B.C. X 205.52 T.C.
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204.30 B.C. X 205.60 T.C.
AutoCAD SHX Text 204.21
AutoCAD SHX Text 204.17
AutoCAD SHX Text 204.17
AutoCAD SHX Text 203.71
AutoCAD SHX Text 168.64
AutoCAD SHX Text 204.08
AutoCAD SHX Text 203.79
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SHED
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SHED
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SHED
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CENTER BUILDING
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COMPRESSOR BUILDING
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AUTOMATIC GATE
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PAVED ROAD
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FACE OF CONCRETE
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ASPHALT PAVEMENT
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STEEL STAIRS
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STEEL STAIRS
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CONCRETE CONTAINMENT
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CRANE CONTROL HOUSE
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W-BEAM GUIDE RAIL
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CRANE
AutoCAD SHX Text 203.43
AutoCAD SHX Text 203.55
AutoCAD SHX Text 203.43
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DOWNSTREAM CONTROL HOUSE
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GATE ARM MECHANICS
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SHED W/ STAIRS
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CONCRETE PAD
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W-BEAM GUIDE RAIL
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LEACH FIELD (REC.)
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(REC.)
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RIM 204.82 E 199.47 W 199.47
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RIM 205.57 COULD NOT OPEN DIRECTION PER GPR LOCATION
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RIM 204.49 SUMP 189.39 DIRECTION PER GPR LOCATION
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RIM 204.18 SUMP 189.09 DIRECTION PER GPR LOCATION
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RIM 204.77 S 193.32 NW 193.77 SUMP 193.17
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TG 203.51 N 192.81 E 193.01
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RIM 175.42 E 152.13 W 157.83
AutoCAD SHX Text T.G. 167.79
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MH RIM:203.57
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RIM 175.48 W 157.72 NW 171.48
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TG 167.95 NO ACCESS
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POST W/ GATE SENSOR
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POST
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POST
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POST
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POST
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POST
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POST
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METAL COV. (TYP.)
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"SLSDC" MON. WELL (TYP.)
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"SLSDC" MON. WELL (TYP.)
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SHRUBS
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CONC.
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SHED
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TOWER
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CLEATS (TYP.)
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WINCH (TYP.)
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FLUSH METAL PLATE
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CHAIN LINK FENCE
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CHAIN LINK FENCE
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FLUSH METAL PLATE
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"SLSDC" MON. WELL (TYP.)
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"SLSDC" MON. WELL (TYP.)
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CLEATS (TYP.)
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PED.
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PED.
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RIM 204.20
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SLS-370-268/4
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NTS
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EISENHOWER & SNELL LOCKS
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DMD
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DMD
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TAO
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MAN ACCESS COVER REPLACEMENT
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EISENHOWER & SNELL LOCKS MAN ACCESS COVER REPLACEMENT
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GREAT LAKES ST. LAWRENCE SEAWAY DEVELOPMENT CORPORATION
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MASSENA, NEW YORK OFFICE OF ENGINEERING AND MAINTENANCE
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BY
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COVER REPLACEMENT - SNELL DOWNSTREAM
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GENERAL NOTES - COVER NOMENCLATURE
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- LETTER DENOTES SIZE OF COVER
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COVER TYPE
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H
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AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text T.G. 250.88
AutoCAD SHX Text T.G. 250.85
AutoCAD SHX Text T.G. 250.91
AutoCAD SHX Text T.G. 250.39
AutoCAD SHX Text T.G. 250.74
AutoCAD SHX Text T.G. 250.76
AutoCAD SHX Text T.G. 250.81
AutoCAD SHX Text T.G. 250.74
AutoCAD SHX Text T.G. 250.91
AutoCAD SHX Text T.G. 250.73
AutoCAD SHX Text T.G. 250.76
AutoCAD SHX Text T.G. 250.60
AutoCAD SHX Text T.G. 250.58
AutoCAD SHX Text T.G. 250.96
AutoCAD SHX Text T.G. 250.60
AutoCAD SHX Text T.G. 250.74
AutoCAD SHX Text T.G. 250.84
AutoCAD SHX Text T.G. 250.76
AutoCAD SHX Text T.G. 250.78
AutoCAD SHX Text T.G. 250.40
AutoCAD SHX Text T.G. 250.42
AutoCAD SHX Text T.G. 249.79
AutoCAD SHX Text T.G. 250.84
AutoCAD SHX Text T.G. 251.00
AutoCAD SHX Text
FF=251.11
AutoCAD SHX Text
FF=251.08
AutoCAD SHX Text 251.92
AutoCAD SHX Text 251.64
AutoCAD SHX Text 251.74
AutoCAD SHX Text 251.78
AutoCAD SHX Text 251.86
AutoCAD SHX Text 251.70
AutoCAD SHX Text 251.94
AutoCAD SHX Text 251.77
AutoCAD SHX Text 251.83
AutoCAD SHX Text 251.77
AutoCAD SHX Text 251.77
AutoCAD SHX Text 251.72
AutoCAD SHX Text 251.77
AutoCAD SHX Text 251.73
AutoCAD SHX Text 251.71
AutoCAD SHX Text 251.67
AutoCAD SHX Text
250.84 T.C.
AutoCAD SHX Text
250.89 T.C.
AutoCAD SHX Text
252.19 T.C.
AutoCAD SHX Text
250.91 B.C.
AutoCAD SHX Text
252.16 T.C.
AutoCAD SHX Text
250.94 B.C.
AutoCAD SHX Text
252.20 T.C.
AutoCAD SHX Text
250.94 B.C.
AutoCAD SHX Text
252.22 T.C.
AutoCAD SHX Text
250.97 B.C.
AutoCAD SHX Text
251.01 T.C.
AutoCAD SHX Text
250.92 T.C.
AutoCAD SHX Text 250.68
AutoCAD SHX Text 250.48
AutoCAD SHX Text 250.45
AutoCAD SHX Text 250.31
AutoCAD SHX Text 250.92
AutoCAD SHX Text 250.51
AutoCAD SHX Text 250.42
AutoCAD SHX Text 250.42
AutoCAD SHX Text 250.77
AutoCAD SHX Text 249.67
AutoCAD SHX Text 248.76
AutoCAD SHX Text 250.28
AutoCAD SHX Text 250.27
AutoCAD SHX Text 250.53
AutoCAD SHX Text 250.40
AutoCAD SHX Text
ASPHALT PAVING
AutoCAD SHX Text
ASPHALT PARKING
AutoCAD SHX Text
PAVED PARKING
AutoCAD SHX Text
ASPHALT PAVING
AutoCAD SHX Text
MCCANN BUILDING
AutoCAD SHX Text
UPSTREAM CONTROL HOUSE
AutoCAD SHX Text
SHED
AutoCAD SHX Text
CONCRETE CONTAINMENT
AutoCAD SHX Text
TOWER
AutoCAD SHX Text
CRANE
AutoCAD SHX Text
CONCRETE BUILDING
AutoCAD SHX Text HORIZONTAL SURVEY CONTROL#2 EISENHOWER LOCK: 10" SPIKE NORTHING=2239436.78 EASTING=400942.60
AutoCAD SHX Text
METAL ROOF SURFACE
AutoCAD SHX Text
FACE OF CONCRETE
AutoCAD SHX Text
STOP GATE ARM
AutoCAD SHX Text
TOP OF GRATE
AutoCAD SHX Text
OVER GATES
AutoCAD SHX Text
TUNNEL ENTRANCE
AutoCAD SHX Text
TOWER
AutoCAD SHX Text
TOWER
AutoCAD SHX Text
SHED W/STAIRS
AutoCAD SHX Text
8" CMP
AutoCAD SHX Text
18" CMP
AutoCAD SHX Text
18" CMP
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
12" CPP
AutoCAD SHX Text
36" CONC. (REC.)
AutoCAD SHX Text
(REC.)
AutoCAD SHX Text
(REC.)
AutoCAD SHX Text
TG 249.06 SE 246.61
AutoCAD SHX Text
RIM 250.49 NO ACCESS
AutoCAD SHX Text
TG 249.55 SE 246.20
AutoCAD SHX Text
RIM 250.09 E 245.49 W 245.49
AutoCAD SHX Text
TG 249.89 SUMP 248.19
AutoCAD SHX Text
TG 249.67 E 245.52 NW 245.72
AutoCAD SHX Text
TG 247.81 N 243.51 E 243.86 S 243.46
AutoCAD SHX Text E
AutoCAD SHX Text
UEMH RIM:249.84
AutoCAD SHX Text W
AutoCAD SHX Text
RIM 250.36
AutoCAD SHX Text W
AutoCAD SHX Text
RIM 250.28
AutoCAD SHX Text
CONCRETE W/COV.
AutoCAD SHX Text
SHED
AutoCAD SHX Text
ASPHALT PAVEMENT
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
WINCH
AutoCAD SHX Text
WINCH
AutoCAD SHX Text
WINCH
AutoCAD SHX Text
WINCH
AutoCAD SHX Text
(REC.)
AutoCAD SHX Text T.G. 250.56
AutoCAD SHX Text
FF=251.17
AutoCAD SHX Text
AutoCAD SHX Text
SLS-370-268/5
AutoCAD SHX Text
AutoCAD SHX Text
NTS
AutoCAD SHX Text
OF
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
DWG. NO.
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
REV.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REV.
AutoCAD SHX Text
BLDG. NO.:
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text
LOCATION:
AutoCAD SHX Text
PROJECT TITLE:
AutoCAD SHX Text
AutoCAD SHX Text N/A
AutoCAD SHX Text
EISENHOWER & SNELL LOCKS
AutoCAD SHX Text 05/01/23
AutoCAD SHX Text
DMD
AutoCAD SHX Text
DMD
AutoCAD SHX Text
TAO
AutoCAD SHX Text
MAN ACCESS COVER REPLACEMENT
AutoCAD SHX Text
EISENHOWER & SNELL LOCKS MAN ACCESS COVER REPLACEMENT
AutoCAD SHX Text
GREAT LAKES ST. LAWRENCE SEAWAY DEVELOPMENT CORPORATION
AutoCAD SHX Text
MASSENA, NEW YORK OFFICE OF ENGINEERING AND MAINTENANCE
AutoCAD SHX Text
BY
AutoCAD SHX Text N/A
AutoCAD SHX Text
COVER REPLACEMENT - EISENHOWER UPSTREAM
AutoCAD SHX Text A-7
AutoCAD SHX Text A-8
AutoCAD SHX Text B-2
AutoCAD SHX Text C-4
AutoCAD SHX Text A-9
AutoCAD SHX Text A-10
AutoCAD SHX Text A-11
AutoCAD SHX Text
GENERAL NOTES - COVER NOMENCLATURE
AutoCAD SHX Text A-1
AutoCAD SHX Text
- LETTER DENOTES SIZE OF COVER
AutoCAD SHX Text
- NUMBER DENOTES SEQUENTIAL ORDER OF COVER
AutoCAD SHX Text
COVER TYPE
AutoCAD SHX Text
DIMENSIONS (CLEAR OPENING INSIDE)
AutoCAD SHX Text
QTY ON THIS SHEET
AutoCAD SHX Text A
AutoCAD SHX Text 30" x 36"
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text 48" x 48"
AutoCAD SHX Text
AutoCAD SHX Text C
AutoCAD SHX Text 36 " x 36 "12" x 36 "12"
AutoCAD SHX Text
C-5
H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text
INV. 12" CPP 201.93'
AutoCAD SHX Text T.G. 204.15
AutoCAD SHX Text T.G. 203.98
AutoCAD SHX Text T.G. 250.64
AutoCAD SHX Text T.G. 250.90
AutoCAD SHX Text T.G. 250.66
AutoCAD SHX Text T.G. 250.70
AutoCAD SHX Text T.G. 250.73
AutoCAD SHX Text T.G. 250.59
AutoCAD SHX Text T.G. 250.85
AutoCAD SHX Text T.G. 250.88
AutoCAD SHX Text T.G. 250.84
AutoCAD SHX Text T.G. 250.84
AutoCAD SHX Text T.G. 250.73
AutoCAD SHX Text
T.G. 250.43 DRAIN
AutoCAD SHX Text
T.G. 250.57 DRAIN
AutoCAD SHX Text T.G. 250.72
AutoCAD SHX Text T.G. 250.96
AutoCAD SHX Text T.G. 224.15
AutoCAD SHX Text
T.G. 203.91 DRAIN
AutoCAD SHX Text
T.G. 203.99 DRAIN
AutoCAD SHX Text
FF= 251.10
AutoCAD SHX Text
FF=205.34
AutoCAD SHX Text
FF=251.09
AutoCAD SHX Text
FF=251.08
AutoCAD SHX Text
FF=251.37
AutoCAD SHX Text 251.77
AutoCAD SHX Text 251.70
AutoCAD SHX Text 251.76
AutoCAD SHX Text 251.78
AutoCAD SHX Text 251.82
AutoCAD SHX Text 251.71
AutoCAD SHX Text 251.74
AutoCAD SHX Text 251.69
AutoCAD SHX Text 251.77
AutoCAD SHX Text 251.78
AutoCAD SHX Text 204.97
AutoCAD SHX Text 251.79
AutoCAD SHX Text 251.72
AutoCAD SHX Text
252.13 T.C.
AutoCAD SHX Text
250.94 B.C.
AutoCAD SHX Text
252.24 T.C.
AutoCAD SHX Text
250.93 B.C.
AutoCAD SHX Text
250.93 T.C.
AutoCAD SHX Text
204.48 T.C.
AutoCAD SHX Text
204.42 T.C.
AutoCAD SHX Text
250.99 T.C.
AutoCAD SHX Text
252.19 T.C.
AutoCAD SHX Text
250.87 B.C.
AutoCAD SHX Text
252.21 T.C.
AutoCAD SHX Text
250.96 B.C.
AutoCAD SHX Text 203.68
AutoCAD SHX Text 250.48
AutoCAD SHX Text 250.68
AutoCAD SHX Text 250.80
AutoCAD SHX Text 250.43
AutoCAD SHX Text 250.51
AutoCAD SHX Text SITE BENCHMARK- - EISENHOWER LOCK: TOP OF IRON ROD UNDER METAL COVER ELEV=249.30' IGLD 1985
AutoCAD SHX Text 250.34
AutoCAD SHX Text 249.81
AutoCAD SHX Text 250.31
AutoCAD SHX Text 203.60
AutoCAD SHX Text
VISTA HOUSE
AutoCAD SHX Text
ASPHALT PAVING
AutoCAD SHX Text
PAVED ROADWAY
AutoCAD SHX Text
ASPHALT PAVING
AutoCAD SHX Text
ASPHALT PAVING
AutoCAD SHX Text
SHED
AutoCAD SHX Text
TOWER
AutoCAD SHX Text
CRANE CONTROL HOUSE
AutoCAD SHX Text
SHED W/ STAIRS
AutoCAD SHX Text
DOWNSTREAM CONTROL HOUSE
AutoCAD SHX Text
COMPRESSOR BUILDING
AutoCAD SHX Text
MCCANN BUILDING
AutoCAD SHX Text
OBERLIN BUILDING
AutoCAD SHX Text
CRANE
AutoCAD SHX Text
FACE OF CONCRETE
AutoCAD SHX Text
STOP GATE ARM
AutoCAD SHX Text
TOP OF GRATE
AutoCAD SHX Text
OVER GATES
AutoCAD SHX Text
SHED
AutoCAD SHX Text
TOWER
AutoCAD SHX Text
TOWER
AutoCAD SHX Text
STEEL STAIRS
AutoCAD SHX Text
STEEL STAIRS
AutoCAD SHX Text
OVERHEAD VIEWING AREA
AutoCAD SHX Text
FF=250.57
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
STAIRS
AutoCAD SHX Text
STAIRS
AutoCAD SHX Text
STAIRS
AutoCAD SHX Text
VIEWING STATION
AutoCAD SHX Text
GAZEBO
AutoCAD SHX Text
CONCRETE MEMORIALS
AutoCAD SHX Text
GATE
AutoCAD SHX Text
SHED
AutoCAD SHX Text
RAIL
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
18" CMP
AutoCAD SHX Text
12" CMP
AutoCAD SHX Text
12" CMP
AutoCAD SHX Text
6" CMP
AutoCAD SHX Text
18" CMP
AutoCAD SHX Text
36" CMP
AutoCAD SHX Text
36" CONC. (REC.)
AutoCAD SHX Text
36" CONC. (REC.)
AutoCAD SHX Text
36" CONC. (REC.)
AutoCAD SHX Text
(REC.)
AutoCAD SHX Text
RIM 209.26 W 199.66 NW 205.36 SUMP 195.56
AutoCAD SHX Text
RIM 203.94 E 186.45
AutoCAD SHX Text
RIM 250.08 NO ACCESS
AutoCAD SHX Text
RIM 250.04 SUMP 236.14 DIRECTION PER GPR LOCATION
AutoCAD SHX Text
RIM 250.07 SUMP 239.72
AutoCAD SHX Text
TG 249.96 SUMP 238.26 FULL OF WATER
AutoCAD SHX Text
TG 249.50 N 246.05 SW 247.55
AutoCAD SHX Text
RIM 210.47 SW 206.97 W 199.67 SUMP 195.27
AutoCAD SHX Text
RIM 203.63 SUMP 195.23 FULL OF WATER
AutoCAD SHX Text
MON
AutoCAD SHX Text
MON
AutoCAD SHX Text
POST W/ GATE SENSOR
AutoCAD SHX Text
POST
AutoCAD SHX Text
POST
AutoCAD SHX Text
POST
AutoCAD SHX Text
POST
AutoCAD SHX Text
POST
AutoCAD SHX Text
POST
AutoCAD SHX Text
POST
AutoCAD SHX Text
POST
AutoCAD SHX Text
POST
AutoCAD SHX Text
SHIP ANCHOR ON CONC.
AutoCAD SHX Text
BOLLARD
AutoCAD SHX Text
BOLLARD
AutoCAD SHX Text
W-BEAM GUIDERAIL
AutoCAD SHX Text
ASPHALT PARKING
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
TIMBERS
AutoCAD SHX Text
WINCH
AutoCAD SHX Text
WINCH
AutoCAD SHX Text
WINCH
AutoCAD SHX Text
WINCH
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC. PAD
AutoCAD SHX Text
GLASS VESTIBULE
AutoCAD SHX Text T.G. 250.70
AutoCAD SHX Text
AutoCAD SHX Text
SLS-370-268/6
AutoCAD SHX Text
AutoCAD SHX Text
NTS
AutoCAD SHX Text
OF
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
DWG. NO.
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
REV.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REV.
AutoCAD SHX Text
BLDG. NO.:
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text
LOCATION:
AutoCAD SHX Text
PROJECT TITLE:
AutoCAD SHX Text
AutoCAD SHX Text N/A
AutoCAD SHX Text
EISENHOWER & SNELL LOCKS
AutoCAD SHX Text 05/01/23
AutoCAD SHX Text
DMD
AutoCAD SHX Text
DMD
AutoCAD SHX Text
TAO
AutoCAD SHX Text
MAN ACCESS COVER REPLACEMENT
AutoCAD SHX Text
EISENHOWER & SNELL LOCKS MAN ACCESS COVER REPLACEMENT
AutoCAD SHX Text
GREAT LAKES ST. LAWRENCE SEAWAY DEVELOPMENT CORPORATION
AutoCAD SHX Text
MASSENA, NEW YORK OFFICE OF ENGINEERING AND MAINTENANCE
AutoCAD SHX Text
BY
AutoCAD SHX Text N/A
AutoCAD SHX Text
COVER REPLACEMENT - EISENHOWER DOWNSTREAM
AutoCAD SHX Text A-13
AutoCAD SHX Text A-12
AutoCAD SHX Text C-6
AutoCAD SHX Text A-14
AutoCAD SHX Text C-7
AutoCAD SHX Text
GENERAL NOTES - COVER NOMENCLATURE
AutoCAD SHX Text A-1
AutoCAD SHX Text
- LETTER DENOTES SIZE OF COVER
AutoCAD SHX Text
- NUMBER DENOTES SEQUENTIAL ORDER OF COVER
AutoCAD SHX Text
COVER TYPE
AutoCAD SHX Text
DIMENSIONS (CLEAR OPENING INSIDE)
AutoCAD SHX Text
QTY ON THIS SHEET
AutoCAD SHX Text A
AutoCAD SHX Text 30" x 36"
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text 48" x 48"
AutoCAD SHX Text
AutoCAD SHX Text C
AutoCAD SHX Text 36 " x 36 "12" x 36 "12"
AutoCAD SHX Text
SLS-370-268/7
AutoCAD SHX Text
AutoCAD SHX Text
NTS
AutoCAD SHX Text
OF
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
DWG. NO.
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
REV.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REV.
AutoCAD SHX Text
BLDG. NO.:
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text
LOCATION:
AutoCAD SHX Text
PROJECT TITLE:
AutoCAD SHX Text
AutoCAD SHX Text N/A
AutoCAD SHX Text
EISENHOWER & SNELL LOCKS
AutoCAD SHX Text 05/01/23
AutoCAD SHX Text
DMD
AutoCAD SHX Text
DMD
AutoCAD SHX Text
TAO
AutoCAD SHX Text
MAN ACCESS COVER REPLACEMENT
AutoCAD SHX Text
EISENHOWER & SNELL LOCKS MAN ACCESS COVER REPLACEMENT
AutoCAD SHX Text
GREAT LAKES ST. LAWRENCE SEAWAY DEVELOPMENT CORPORATION
AutoCAD SHX Text
MASSENA, NEW YORK OFFICE OF ENGINEERING AND MAINTENANCE
AutoCAD SHX Text
BY
AutoCAD SHX Text N/A
AutoCAD SHX Text
COVER SCHEDULE
AutoCAD SHX Text
COVER SCHEDULE
AutoCAD SHX Text
COVER
AutoCAD SHX Text
LOCATION
AutoCAD SHX Text
DRAIN LINE LOCATION
AutoCAD SHX Text
DEMOLITION OF EXISTING COVER?
AutoCAD SHX Text
TELESCOPING HAND RAIL
AutoCAD SHX Text A-1
AutoCAD SHX Text
SNELL UPSTREAM - NORTH SIDE
AutoCAD SHX Text A
AutoCAD SHX Text
YES
AutoCAD SHX Text
YES
AutoCAD SHX Text A-2
AutoCAD SHX Text
SNELL UPSTREAM - NORTH SIDE
AutoCAD SHX Text C
AutoCAD SHX Text
YES
AutoCAD SHX Text
YES
AutoCAD SHX Text A-3
AutoCAD SHX Text
SNELL UPSTREAM- SOUTH SIDE
AutoCAD SHX Text C
AutoCAD SHX Text
YES
AutoCAD SHX Text
YES
AutoCAD SHX Text A-4
AutoCAD SHX Text
SNELL UPSTREAM - SOUTH SIDE
AutoCAD SHX Text D
AutoCAD SHX Text
YES
AutoCAD SHX Text
YES
AutoCAD SHX Text A-5
AutoCAD SHX Text
SNELL DOWNSTREAM - NORTH SIDE
AutoCAD SHX Text B
AutoCAD SHX Text
YES
AutoCAD SHX Text
YES
AutoCAD SHX Text A-6
AutoCAD SHX Text
SNELL DOWNSTREAM - SOUTH SIDE
AutoCAD SHX Text A
AutoCAD SHX Text
YES
AutoCAD SHX Text
YES
AutoCAD SHX Text A-7
AutoCAD SHX Text
EISENHOWER UPSTREAM - NORTH SIDE
AutoCAD SHX Text B
AutoCAD SHX Text
YES
AutoCAD SHX Text
YES
AutoCAD SHX Text A-8
AutoCAD SHX Text
EISENHOWER UPSTREAM - NORTH SIDE
AutoCAD SHX Text A
AutoCAD SHX Text
YES
AutoCAD SHX Text
YES
AutoCAD SHX Text A-9
AutoCAD SHX Text
EISENHOWER UPSTREAM - NORTH SIDE
AutoCAD SHX Text B
AutoCAD SHX Text
YES
AutoCAD SHX Text
YES
AutoCAD SHX Text A-10
AutoCAD SHX Text
EISENHOWER UPSTREAM - SOUTH SIDE
AutoCAD SHX Text B
AutoCAD SHX Text
YES
AutoCAD SHX Text
YES
AutoCAD SHX Text A-11
AutoCAD SHX Text
EISENHOWER UPSTREAM - SOUTH SIDE
AutoCAD SHX Text D
AutoCAD SHX Text
YES
AutoCAD SHX Text
YES
AutoCAD SHX Text A-12
AutoCAD SHX Text
EISENHOWER DOWNSTREAM - NORTH SIDE
AutoCAD SHX Text B
AutoCAD SHX Text
YES
AutoCAD SHX Text
YES
AutoCAD SHX Text A-13
AutoCAD SHX Text
EISENHOWER DOWNSTREAM - NORTH SIDE
AutoCAD SHX Text A
AutoCAD SHX Text
YES
AutoCAD SHX Text
YES
AutoCAD SHX Text A-14
AutoCAD SHX Text
EISENHOWER DOWNSTREAM - SOUTH SIDE
AutoCAD SHX Text A
AutoCAD SHX Text
YES
AutoCAD SHX Text
YES
AutoCAD SHX Text B-1
AutoCAD SHX Text
SNELL UPSTREAM - NORTH SIDE
AutoCAD SHX Text B
AutoCAD SHX Text
YES
AutoCAD SHX Text
NO
AutoCAD SHX Text B-2
AutoCAD SHX Text
EISENHOWER UPSTREAM - NORTH SIDE
AutoCAD SHX Text C
AutoCAD SHX Text
YES
AutoCAD SHX Text
NO
AutoCAD SHX Text C-1
AutoCAD SHX Text
SNELL UPSTREAM - NORTH SIDE
AutoCAD SHX Text B
AutoCAD SHX Text
YES
AutoCAD SHX Text
NO
AutoCAD SHX Text C-2
AutoCAD SHX Text
SNELL DOWNSTREAM - NORTH SIDE
AutoCAD SHX Text A
AutoCAD SHX Text
YES
AutoCAD SHX Text
NO
AutoCAD SHX Text C-3
AutoCAD SHX Text
SNELL DOWNSTREAM - SOUTH SIDE
AutoCAD SHX Text C
AutoCAD SHX Text
YES
AutoCAD SHX Text
NO
AutoCAD SHX Text C-4
AutoCAD SHX Text
EISENHOWER UPSTREAM - NORTH SIDE
AutoCAD SHX Text A
AutoCAD SHX Text
YES
AutoCAD SHX Text
NO
AutoCAD SHX Text C-5
AutoCAD SHX Text
EISENHOWER UPSTREAM - SOUTH SIDE
AutoCAD SHX Text A
AutoCAD SHX Text
YES
AutoCAD SHX Text
NO
AutoCAD SHX Text C-6
AutoCAD SHX Text
EISENHOWER DOWNSTREAM - NORTH SIDE
AutoCAD SHX Text A
AutoCAD SHX Text
YES
AutoCAD SHX Text
NO
AutoCAD SHX Text C-7
AutoCAD SHX Text
EISENHOWER DOWNSTREAM - SOUTH SIDE
AutoCAD SHX Text C
AutoCAD SHX Text
YES
AutoCAD SHX Text
NO
AutoCAD SHX Text
COVER TYPE
AutoCAD SHX Text
DIMENSIONS (CLEAR OPENING INSIDE)
AutoCAD SHX Text
TOTAL QUANTITY
AutoCAD SHX Text
MANUFACTURER
AutoCAD SHX Text A
AutoCAD SHX Text 30" x 36"
AutoCAD SHX Text
AutoCAD SHX Text
EJ CO.
AutoCAD SHX Text B
AutoCAD SHX Text 48" x 48"
AutoCAD SHX Text
AutoCAD SHX Text
EJ CO.
AutoCAD SHX Text C
AutoCAD SHX Text 36 " x 36 "12" x 36 "12"
AutoCAD SHX Text
AutoCAD SHX Text
EJ CO.
COVER SCHEDULE NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL COVER DIMENSIONS AND COORDINATE WITH COVER SUPPLIER BEFORE ORDERING ANY COVERS. CONTRACTOR SHALL SUBMIT COVER SHOP DRAWINGS WITH ACTUAL FIELD DIMENSIONS FOR GLS REVIEW AND APPROVAL PRIOR TO ORDERING ANY COVERS. 2. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING COVERS. 3. CONTRACTOR SHALL PROTECT WORK AREA FROM OPEN PENETRATIONS AT ALL TIMES. WORK AREA SHALL BE SECURED AND SHALL NOT BE ACCESSIBLE TO ANY PERSONNEL OTHER THAN THE CONTRACTOR DURING WORK HOURS. NO OPEN PENETRATIONS TO BE LEFT OVERNIGHT, AND WORK AREA SHALL BE ADEQUATELY SECURED PRIOR TO LEAVING FOR THE EVENING. 4. DRAIN LOCATION FOR EACH COVER SHALL BE COORDINATED THROUGH SHOP DRAWINGS AND THE SUPPLIER. 5. EACH DRAIN LINE LOCATION WILL VARY, CONTRACTOR SHALL RUN DRAIN LINE TO GLS DESIGNATED LOCATION. ALL DRAIN LINE DISCHARGE LOCATIONS ARE WITHIN 20 FEET OF THE COVER. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL REQUIRED PIPING AND PLUMBING. SEE DETAIL ON SHEET 8 FOR DRAIN LINE QUADRANT LOCATIONS. ALL DRAIN LINES SHALL BE 1-1/2" SCHEDULE 80 PVC AND SHALL BE SECURED TO THE WALL WITH STAINLESS STEEL WALL MOUNTED PIPE CLAMPS AND STAINLESS STEEL SCREWS AND ANCHORS. 6. CONTRACTOR SHALL SCRAPE AWAY ANY LOOSE PAINT ON THE CONCRETE OPENING BELOW THE COVER. (SEE DETAIL ON SHEET 8.) 7. ALL FASTENERS AND ANCHORAGE FOR PIPE AND HANDRAIL SHALL BE STAINLESS STEEL. 8. CONTRACTOR SHALL COORDINATE ALL COVER ORIENTATION AND INSTALL WITH GLS PRIOR TO DOING ANY WORK.
AutoCAD SHX Text
LIFT HANDLE
AutoCAD SHX Text
SLAM
AutoCAD SHX Text
LOCK
AutoCAD SHX Text
DRAIN COUPLER
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text
STAINLESS STEEL
AutoCAD SHX Text
LOCK ARM
AutoCAD SHX Text
STEEL FRAME
AutoCAD SHX Text
ASSEMBLY
AutoCAD SHX Text
STEEL COVER ASSEMBLY
AutoCAD SHX Text
LIFT ASSIST
AutoCAD SHX Text
DRAIN COUPLER
AutoCAD SHX Text
REAR LEFT CORNER (TYP.)
AutoCAD SHX Text
RIMSEAL GASKET
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
RIMSEAL BULB
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GASKET
AutoCAD SHX Text NOTES: 1. STYLE CHS1 HEAVY DUTY STEEL ACCESS HATCH, AS STYLE CHS1 HEAVY DUTY STEEL ACCESS HATCH, AS MANUFACTURED BY EJ OR APPROVED EQUAL. IF AN APPROVED EQUAL MANUFACTURER IS TO BE USED, THE CONTRACTOR SHALL SUBMIT ALL COVER INFORMATION AND SPECIFICATIONS FOR THIS MANUFACTURER WITH THE BID PACKAGE. IF THIS IS NOT INCLUDED THE BID WILL BE RENDERED "NON-RESPONSIVE". 2. MATERIAL SHALL BE HOT ROLLED STEEL. UNIT DESIGNED MATERIAL SHALL BE HOT ROLLED STEEL. UNIT DESIGNED HEAVY DUTY FOR 20,000 + 30% IMPACT OVER 10” X 20” FOOT X 20” FOOT FOOT PRINT. 3. CHANNEL FRAME AND BEARING PLATE MUST BE CAST INTO AND CHANNEL FRAME AND BEARING PLATE MUST BE CAST INTO AND SUPPORTED BY CONCRETE DESIGNED FOR H25 LOADS. NOT SUITABLE FOR PLACEMENT IN DRIVING LANE. 4. FOR EASE OF OPERATION, WHEN OPENING THE COVER, EACH FOR EASE OF OPERATION, WHEN OPENING THE COVER, EACH COVER SHALL BE SUPPLIED WITH A HEAVY-DUTY, STAINLESS-STEEL LIFT ASSIST. SPRING MUST CONSIST OF A MINIMUM 1/2" STAINLESS STEEL SHAFT WHICH SLIDES INTO A MINIMUM 1" STAINLESS STEEL TUBE. SPRING MUST BE CHARGED WITH AN INERT GAS (NITROGEN}. MECHANICAL, TORSION, OR COIL TYPE SPRINGS SHALL NOT BE ACCEPTED AS EQUAL. SPRING DESIGN MUST ENSURE EASE OF MAINTENANCE. 5. COVERS SHALL BE EQUIPPED WITH A CAST STAINLESS STEEL COVERS SHALL BE EQUIPPED WITH A CAST STAINLESS STEEL HOLD OPEN ARM WITH PULL HANDLE INTEGRATED INTO THE CASTING. TO HIGHLIGHT THE HOLD OPEN ARM FEATURE. THE ENTIRE HOLD OPEN ARM MUST BE SUPPLIED WITH A "RED" POWDER COAT FINISH. ANY HELD OPEN ARM NOT SUPPLIED WITH RED POWDER COAT FINISH SHALL NOT BE ACCEPTED. DOORS SHALL AUTOMATICALLY LOCK OPEN IN THE 90-DEGREE POSITION. HOLD OPEN ARM SHALL BE FASTENED TO THE FRAME WITH A 1-1/2” GRADE 316 STAINLESS STEEL BOLT. GRADE 316 STAINLESS STEEL BOLT. 6. CHANNEL FRAME SHALL BE OF HOT ROLLED STEEL, WITH A CHANNEL FRAME SHALL BE OF HOT ROLLED STEEL, WITH A CONTINUOUS 1-1/4" ANCHOR FLANGE. EACH STEEL CHS1 STYLE HATCH IS SUPPLIED WITH ONE 1-1 /2" THREADED DRAIN COUPLER OUT THE BOTTOM OF CHANNEL FRAME. 7. CONTRACTOR IS RESPONSIBLE FOR PLUMBING THE 1-1/2" CONTRACTOR IS RESPONSIBLE FOR PLUMBING THE 1-1/2" THREADED DRAIN COUPLER TO THE NEAREST SUMP PIT IN THE CABLE GALLERY. THE LOCATION OF THE DRAIN LINE SHALL BE FIELD VERIFIED FOR EACH COVER LOCATION WITH GLS PRIOR TO PLACEMENT. THE DRAIN PIPING SHALL BE 1-1/2" SCHEDULE 80 PVC AND SHALL BE SECURED TO THE WALL WITH STAINLESS STEEL WALL MOUNTED PIPE CLAMPS AND STAINLESS STEEL SCREWS AND ANCHORS. 8. HINGES SHALL BE OF HEAVY-DUTY CAST DESIGN (BUTT HINGES HINGES SHALL BE OF HEAVY-DUTY CAST DESIGN (BUTT HINGES ARE NOT ACCEPTABLE). MATERIAL SHALL BE GRADE 316 STAINLESS STEEL WITH A 3/8" GRADE 316 STAINLESS STEEL PIN. HINGES SHALL BE BOLTED TO THE ANGLE FRAME AND DIAMOND PLATE, WITH GRADE 316 STAINLESS STEEL BOLTS AND NY-LOCK NUTS. 9. EACH HATCH SHALL BE SUPPLIED WITH A GRADE 316 STAINLESS EACH HATCH SHALL BE SUPPLIED WITH A GRADE 316 STAINLESS STEEL SLAM LOCK, WITH KEYWAY PROTECTED BY A THREADED STAINLESS-STEEL PLUG. PLUG SHALL BE FLUSH WITH THE TOP OF THE 1/4" DIAMOND PLATE. SLAM LOCK SHALL BE FASTENED WITH FOUR GRADE 316 STAINLESS STEEL BOLTS AND WASHERS. SLAM LOCKS FASTENED WITH ONLY TWO BOLTS SHALL NOT BE ACCEPTED AS EQUAL. 10. EACH HATCH SHALL BE EQUIPPED WITH A CAST STAINLESS EACH HATCH SHALL BE EQUIPPED WITH A CAST STAINLESS STEEL LIFT HANDLE. THE LIFT HANDLE SHALL BE FLUSH WITH THE TOP OF THE 1/4" DIAMOND PLATE. LIFT HANDLES THAT ARE NOT CAST STAINLESS STEEL SHALL NOT BE CONSIDERED EQUAL. 11. UNIT SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. UNIT SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. 12. HATCH SHALL BE SUPPLIED WITH ¼” BULB RIM SEAL GASKET. HATCH SHALL BE SUPPLIED WITH ¼” BULB RIM SEAL GASKET. BULB RIM SEAL GASKET. 13. EACH COVER SHALL ALSO COME STANDARD WITH A LADDER EACH COVER SHALL ALSO COME STANDARD WITH A LADDER SAFETY EXTENSION DEVICE, UNLESS NOTED OTHERWISE. SEE COVER SCHEDULE ON SHEET 7 AND DETAIL ON SHEET 9. 14. TO REMOVE EXISTING MAN ACCESS COVERS, CONTRACTOR SHALL TO REMOVE EXISTING MAN ACCESS COVERS, CONTRACTOR SHALL SAW CUT THE CONCRETE AROUND EXISTING COVERS A MINIMUM OF 12" AND CHIP OUT THE EXISTING CONCRETE. THE REQUIRED DEPTH OF CONCRETE REMOVAL WILL BE DEPENDENT ON THE REQUIRED DEPTH OF THE STEEL FRAME ASSEMBLY. THIS DIMENSION WILL BE PROVIDED BY THE COVER SUPPLIER IN THE SHOP DRAWINGS. ONCE REMOVED, THE CONTRACTOR SHALL ENSURE ALL EXISTING CONCRETE IS CLEAN, SQUARE, AND SOUND. 15. THE NEW COVERS SHALL BE INSTALLED PER THE THE NEW COVERS SHALL BE INSTALLED PER THE MANUFACTURERS INSTRUCTIONS, ENSURING THE ACCESS HATCH FRAME IS FULLY ENCASED IN CONCRETE AND BOTH BEARING PLATES ARE FULLY SUPPORTED. ALL CONCRETE USED SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 5000 PSI AND A WATER CEMENT RATIO NO GREATER THAN 0.45. 16. ALL DIMENSIONS SHOWN ON THIS SHEET ARE A STANDARD ALL DIMENSIONS SHOWN ON THIS SHEET ARE A STANDARD DETAIL FOR COVER TYPE A. EACH OF THE OTHER COVER TYPES (B, C, & D) WILL HAVE VARYING DIMENSIONS DEPENDENT ON THEIR REQUIREMENTS.
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STANDARD MAN ACCESS COVER DETAIL
AutoCAD SHX Text NOTE: COVER DIMENSIONS WILL VARY DEPENDENT ON ACTUAL FIELD VERIFIED OPENING DIMENSIONS
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DEPTH WILL VERY DEPENDENT ON INDIVIDUAL COVER REQUIREMENTS
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APPROX. CONCRETE SAW CUT LIMITS
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EXISTING CONCRETE
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REMOVE LOOSE PAINT ON WALLS OF THE RECESS
AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL SAW CUT THE EXISTING CONCRETE AT APPROX. THE CONTRACTOR SHALL SAW CUT THE EXISTING CONCRETE AT APPROX. THE LIMITS SHOWN ABOVE, OR DEPENDENT ON ACTUAL COVER SIZING, AND REMOVE THE EXISTING COVER. 2. CONTRACTOR SHALL REMOVE ALL LOOSE PAINT IN THE HATCH OPENING AREA CONTRACTOR SHALL REMOVE ALL LOOSE PAINT IN THE HATCH OPENING AREA AND SURROUNDING COVER RECESS AREA. 3. ONCE EXISTING CONCRETE IS REMOVED TO THE SPECIFIED LIMITS AND ONCE EXISTING CONCRETE IS REMOVED TO THE SPECIFIED LIMITS AND VERIFIED TO BE CLEAN, SQUARE, AND SOUND, THE CONTRACTOR SHALL PLACE NEW COVER AND ENCASE IN CONCRETE PER THE MANUFACTURERS INSTRUCTIONS ENSURING THE ACCESS HATCH FRAME IS FULLY ENCASED IN CONCRETE AND BOTH BEARING PLATES ARE FULLY SUPPORTED.
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QUAD. A
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QUAD. B
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QUAD. C
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QUAD. D
AutoCAD SHX Text NOTE: THE QUADRANTS REPRESENT THE APPROX. LOCATION FOR THE DRAIN COUPLER. SEE COVER SCHEDULE ON SHEET 7 FOR COVER SPECIFIC QUADRANTS.
AutoCAD SHX Text NOTE: DIMENSIONS WILL VARY DEPENDENT ON COVER TYPE AND OPENING REQUIREMENTS. THESE ARE GENERAL DIMENSIONS FOR COVER TYPE A.
AutoCAD SHX Text NOTE: DIMENSIONS WILL VARY DEPENDENT ON COVER TYPE AND OPENING REQUIREMENTS. THESE ARE GENERAL DIMENSIONS FOR COVER TYPE A.
AutoCAD SHX Text NOTE: DIMENSIONS WILL VARY DEPENDENT ON COVER TYPE AND OPENING REQUIREMENTS. THESE ARE GENERAL DIMENSIONS FOR COVER TYPE A.
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SLS-370-268/8
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NTS
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OF
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DATE:
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SHEET:
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DWG. NO.
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APPROVED:
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CHECKED:
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REV.
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DATE
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DESCRIPTION
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REV.
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BLDG. NO.:
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PROJECT NO:
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LOCATION:
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PROJECT TITLE:
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EISENHOWER & SNELL LOCKS
AutoCAD SHX Text 05/01/23
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DMD
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DMD
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TAO
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MAN ACCESS COVER REPLACEMENT
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EISENHOWER & SNELL LOCKS MAN ACCESS COVER REPLACEMENT
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GREAT LAKES ST. LAWRENCE SEAWAY DEVELOPMENT CORPORATION
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MASSENA, NEW YORK OFFICE OF ENGINEERING AND MAINTENANCE
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BY
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COVER DETAILS
2" TUBE GUIDE
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TOP LADDER RUNG
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STAINLESS STEEL
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CLAMP
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LOCKING PIN
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STAINLESS STEEL
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1-5/8" ALUMINUM POST
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FOR LOCKING PIN
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RECEIVING SLOT
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VIEW "A"
AutoCAD SHX Text NOTES: 1) LADDER SAFETY EXTENSION DEVICE SHALL BE EJ CO. PRODUCT NUMBER SYOPT1300, OR EQUAL. IF AN APPROVED EQUAL MANUFACTURER IS TO BE USED, ALL OF THEIR LADDER SAFETY DEVICE INFORMATION AND SPECIFICATIONS SHALL BE INCLUDED IN THE BID PACKAGE. IF THIS INFORMATION IS NOT INCLUDED, THE BID WILL BE CONSIDERED "NON-RESPONSIVE" 2) CONTRACTOR SHALL INSTALL SAFETY EXTENSION DEVICE PER THE MANUFACTURERS INSTRUCTIONS. POST SHALL BE MOUNTED ON THE WALL SIDE OF THE LADDER. 3) THE STAINLESS STEEL LOCK PIN MUST BE SECURELY SEATED IN RECEIVING SLOT BEFORE PROCEEDING TO USE SAFETY DEVICE. 4) SAFETY EXTENSION DEVICE WILL EXTEND 42" ABOVE THE TOP OF THE TUBE GUIDE. 5) CONTRACTOR SHALL FIELD VERIFY AND COORDINATE FINAL MOUNTING LOCATION OF LADDER SAFETY DEVICE WITH GLS. 6) ALL ANCHORAGE AND FASTENERS USED TO MOUNT LADDER SAFETY DEVICE SHALL BE STAINLESS STEEL.
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VIEW "A"
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WALL SIDE OF LADDER
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LOCKING PIN
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STAINLESS STEEL
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STAINLESS STEEL U-BOLT
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TUBE GUIDE
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STAINLESS STEEL
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CLAMP
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STANDARD LADDER SAFETY EXTENSION DEVICE DETAIL
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SLS-370-268/9
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NTS
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OF
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DATE:
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SCALE:
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SHEET:
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DWG. NO.
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APPROVED:
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DRAWN:
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CHECKED:
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REV.
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DATE
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DESCRIPTION
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REV.
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BLDG. NO.:
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PROJECT NO:
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LOCATION:
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PROJECT TITLE:
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EISENHOWER & SNELL LOCKS
AutoCAD SHX Text 05/01/23
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DMD
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DMD
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TAO
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MAN ACCESS COVER REPLACEMENT
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EISENHOWER & SNELL LOCKS MAN ACCESS COVER REPLACEMENT
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GREAT LAKES ST. LAWRENCE SEAWAY DEVELOPMENT CORPORATION
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MASSENA, NEW YORK OFFICE OF ENGINEERING AND MAINTENANCE
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BY
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LADDER SAFETY EXTENSION DEVICE DETAIL
| Cover Replacement Project-1. COVER SHEET.pdf |
| Sheets and Views |
| 1. COVER SHEET |
| Cover Replacement Project-2. VICINITY MAPS.pdf |
| Sheets and Views |
| 2. VICINITY MAPS |
| Cover Replacement Project-3. Snell Upstream.pdf |
| Sheets and Views |
| 3. Snell Upstream |
| Cover Replacement Project-4. Snell Downstream.pdf |
| Sheets and Views |
| 4. Snell Downstream |
| Cover Replacement Project-5. Ike Upstream.pdf |
| Sheets and Views |
| 5. Ike Upstream |
| Cover Replacement Project-6. Ike Downstream.pdf |
| Sheets and Views |
| 6. Ike Downstream |
| Cover Replacement Project-7. COVER SCHEDULE.pdf |
| Sheets and Views |
| 7. COVER SCHEDULE |
| Cover Replacement Project-8. COVER DETAILS.pdf |
| Sheets and Views |
| 8. COVER DETAILS |
| Cover Replacement Project-9. LADDER EXTENSION DETAIL.pdf |
| Sheets and Views |
| 9. LADDER EXTENSION DETAIL |
File details come from the government source that posted it. Updated .