SLS 370 264_Eisenhower Snell Lock Compressor Building Feeders 13.8KV Repairs FINAL SET.pdf

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13. 8KV Repairs at Eisenhower and Snell Lock Compressor Building Feeders
Solicitation number
6923G523Q0806
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Written by GovTribe AI ·

This document is a request for quote from the Great Lakes St. Lawrence Seaway Development Corporation for replacing 13.8kV electrical cables at the Eisenhower and Snell Lock Compressor Buildings. The contractor will furnish all labor, equipment, materials and labor to replace the Seaway 1 and Seaway 2 cables that feed the compressor buildings, and repair the existing 13.8kV installation at Eisenhower Lock. A site visit will take place on June 8th, with questions due by June 13th and quotes due by June 30th in PDF format to the provided email. The contract will be a firm-fixed price contract awarded according to the request for quote.

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Other files

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Past Performance Questinnaire (PPQ).pdf PDF
01_Statement of Work 13.8KV Repairs at Eisenhower and Snell Locks Compressor Building Feeders.pdf PDF
6923G523Q0806.pdf PDF
02-Davis Bacon - Wage Determination.pdf PDF

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SLS-370-264/1

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EISENHOWER & SNELL LOCKS

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COMPRESSOR BUILDING FEEDERS 13.8 KV REPAIRS

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EISENHOWER & SNELL LOCKS COMPRESSOR BUILDING FEEDERS 13.8 KV REPAIRS

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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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AutoCAD SHX Text UNITED STATES DEPARTMENT OF TRANSPORTATION GREAT LAKES ST. LAWRENCE SEAWAY DEVELOPMENT CORPORATION

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EISENHOWER & SNELL LOCKS COMPRESSOR BUILDING FEEDERS 13.8 KV REPAIRS

AutoCAD SHX Text DRAWING LIST SLS-370-264/1 COVER SHEET COVER SHEET SLS-370-264/2 VICINITY MAPS VICINITY MAPS SLS-370-264/3 SITE UTILITY PLAN - EISENHOWER LOCK SITE UTILITY PLAN - EISENHOWER LOCK SLS-370-264/4 SITE UTILITY PLAN - SNELL LOCK SITE UTILITY PLAN - SNELL LOCK SLS-370-264/5 ELECTRICAL SITE PLAN - EISENHOWER LOCK ELECTRICAL SITE PLAN - EISENHOWER LOCK SLS-370-264/6 ELECTRICAL SITE PLAN - SNELL LOCK ELECTRICAL SITE PLAN - SNELL LOCK SLS-370-264/7 TRANSFORMER VAULT DEMOLITION DETAILS - EISENHOWER & SNELL LOCKS TRANSFORMER VAULT DEMOLITION DETAILS - EISENHOWER & SNELL LOCKS SLS-370-264/8 TRANSFORMER VAULT DETAILS - EISENHOWER & SNELL LOCKS TRANSFORMER VAULT DETAILS - EISENHOWER & SNELL LOCKS SLS-370-264/9 NYPA STRUCTURE & DETAILS - EISENHOWER LOCK NYPA STRUCTURE & DETAILS - EISENHOWER LOCK SLS-370-264/10 NYPA STRUCTURE & DETAILS - SNELL LOCK NYPA STRUCTURE & DETAILS - SNELL LOCK SLS-370-264/11 ELECTRICAL DETAILS ELECTRICAL DETAILS SLS-370-264/12 ELECTRICAL REPAIR - EISENHOWER LOCK ELECTRICAL REPAIR - EISENHOWER LOCK SLS-335-001 ELECTRICAL SINGLE LINE DIAGRAM 13.8 KV SYSTEMELECTRICAL SINGLE LINE DIAGRAM 13.8 KV SYSTEM

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COVER SHEET

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COVER SHEET

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COVER SHEET

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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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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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PLATTSBURGH

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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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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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O'NEIL ROAD

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FREGOE ROAD

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SO. GRASS RIVER RD.

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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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EISENHOWER & SNELL LOCKS

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COMPRESSOR BUILDING FEEDERS 13.8 KV REPAIRS

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EISENHOWER & SNELL LOCKS COMPRESSOR BUILDING FEEDERS 13.8 KV REPAIRS

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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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VICINITY MAPS

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T.G. 250.43 DRAIN

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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

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T.G. 203.91 DRAIN

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T.G. 203.99 DRAIN

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INV. 12"CMP= 231.46

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FF= 251.10

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FF=251.09

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FF=251.08

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FF=251.37

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FF= 261.85

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204.42 T.C.

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250.99 T.C.

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252.19 T.C.

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250.87 B.C.

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ASPHALT PARKING

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ASPHALT PAVING

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PAVED ROAD

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GRAVEL

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GRAVEL ROAD

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GRAVEL ROAD

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SHED W/ STAIRS

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DOWNSTREAM CONTROL HOUSE

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COMPRESSOR BUILDING

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WATER PUMP HOUSE

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MCCANN BUILDING

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OBERLIN BUILDING

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OHU

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OVER GATES

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SHED

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TOWER

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TOWER

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STEEL STAIRS

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CONC. PAD W/ 8 BOLLARDS

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NORTH OVERLOOK PARKING LOT

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JUNCTION BOX (UNDERGROUND)

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CHLORINE STATION

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SHED

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AUTOMATIC GATE

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GATE

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LEACH FIELD (REC.)

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GENERATOR

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8" PVC

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18" CMP

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12" CMP

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6" PVC

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6" PVC

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12" CMP

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18" CMP

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12" CMP

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12" CMP

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12" CMP

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6" CMP

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18" CMP

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36" CMP

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(REC.)

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LEACH FIELD (REC.)

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RIM 203.94 E 186.45

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RIM 250.08 NO ACCESS

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RIM 250.04 SUMP 236.14 DIRECTION PER GPR LOCATION

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RIM 250.07 SUMP 239.72

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TG 249.96 SUMP 238.26 FULL OF WATER

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TG 249.50 N 246.05 SW 247.55

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RIM 238.45 SE 230.85 NW 230.90

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TG 248.81 E 246.76 W 246.76

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RIM 249.09 E 243.49 SE 240.49 S1 239.04 S2 245.69 W 245.69

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TG 249.09 N 247.04

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TG 248.62 E 245.67 S 245.47 W 245.72

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RIM 210.47 SW 206.97 W 199.67 SUMP 195.27

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MON

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MON

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PULL BOX RIM 256.51

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POST

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POST

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POST

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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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CONC. BASE ONLY

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CONC. BASE ONLY

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CABINET

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W-BEAM GUIDERAIL

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ASPHALT PARKING

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CONC.

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TIMBERS

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WINCH

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WINCH

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CONC.

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CONC.

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CONC.

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CONC. PAD

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GLASS VESTIBULE

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NEW ELECTRICAL PULL BOX APRIL 2021

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AS SHOWN

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EISENHOWER & SNELL LOCKS

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COMPRESSOR BUILDING FEEDERS 13.8 KV REPAIRS

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GREAT LAKES ST. LAWRENCE SEAWAY DEVELOPMENT CORPORATION

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SITE UTILITY PLAN - EISENHOWER LOCK (SCALE 1"= 30')

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CONCRETE MARKER POST

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EDGE OF WATER

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TELEPHONE PEDESTAL

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EDGE OF GRAVEL

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CONCRETE

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STEEL COVER

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EXISTING MONITORING LOCATION

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JUNCTION BOX (UNDERGROUND)

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GV

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GAS VALVE

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WATER VALVE

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GROUND SPOT ELEVATION

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ELECTRIC PANEL

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EXISTING GROUND INDEX CONTOUR

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CI

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CAST IRON PIPE

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LEGEND

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CENTER OF ROAD

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OHU

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CULVERT PIPE

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STORM DRAIN INLET - SQUARE

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SANITARY MANHOLE

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UTILITY POLE

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GUY WIRE

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SNUBBING BUTTON WITH TOP ELEVATION

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PIPE BOLLARD

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CHAIN LINK FENCE

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POLY VINYL CHLORIDE PIPE

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PVC

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CMP

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CPP

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SIGN-SINGLE POST

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WV

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SIGN-DOUBLE POST

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MANHOLE

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LAMP POST

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HORIZONTAL SURVEY CONTROL POINT

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ELECTRIC WINCH

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TC

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TOP OF CONCRETE

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BOTTOM OF CONCRETE

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BC

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TG

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TOP OF GRATE

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UNDERGROUND FIBER

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UNDERGROUND ELEC.

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OVERHEAD CABLE

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UNDERGROUND TEL.

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SANITARY SEWER

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SITE UTILITY PLAN - EISENHOWER LOCK

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AutoCAD SHX Text GENERAL NOTES: 1. UTILITY MAP IS FOR REFERENCE ONLY. UTILITY MAP IS FOR REFERENCE ONLY. 2. ALL UTILITIES MAY NOT BE SHOWN OR LOCATED WHERE ALL UTILITIES MAY NOT BE SHOWN OR LOCATED WHERE INDICATED ON THIS PLAN SHEET. 3. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO ALL CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO ALL EXCAVATION. 4. CONTRACTOR SHALL OBTAIN A DIG PERMIT FROM GLS AND SHALL CONTRACTOR SHALL OBTAIN A DIG PERMIT FROM GLS AND SHALL COORDINATE UNDERGROUND UTILITY CLEARANCE WITH UDIG NY (811) PRIOR TO ALL EXCAVATION.

AutoCAD SHX Text GENERAL NOTES: 1. UTILITY MAP IS FOR REFERENCE ONLY. UTILITY MAP IS FOR REFERENCE ONLY. 2. ALL UTILITIES MAY NOT BE SHOWN OR LOCATED WHERE ALL UTILITIES MAY NOT BE SHOWN OR LOCATED WHERE INDICATED ON THIS PLAN SHEET. 3. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO ALL CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO ALL EXCAVATION. 4. CONTRACTOR SHALL OBTAIN A DIG PERMIT FROM GLS AND SHALL CONTRACTOR SHALL OBTAIN A DIG PERMIT FROM GLS AND SHALL COORDINATE UNDERGROUND UTILITY CLEARANCE WITH UDIG NY (811) PRIOR TO ALL EXCAVATION.

GENERAL NOTES: 1. UTILITY MAP IS FOR REFERENCE ONLY. UTILITY MAP IS FOR REFERENCE ONLY. 2. ALL UTILITIES MAY NOT BE SHOWN OR LOCATED WHERE ALL UTILITIES MAY NOT BE SHOWN OR LOCATED WHERE INDICATED ON THIS PLAN SHEET. 3. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO ALL CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO ALL EXCAVATION. 4. CONTRACTOR SHALL OBTAIN A DIG PERMIT FROM GLS AND SHALL CONTRACTOR SHALL OBTAIN A DIG PERMIT FROM GLS AND SHALL COORDINATE UNDERGROUND UTILITY CLEARANCE WITH UDIG NY (811) PRIOR TO ALL EXCAVATION.

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AutoCAD SHX Text x 205.06

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AutoCAD SHX Text x 205.13

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STOP GATE ARM

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TOP OF GRATE

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OVER GATES

AutoCAD SHX Text T.G. 203.89

AutoCAD SHX Text T.G. 203.83

AutoCAD SHX Text T.G. 188.57

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

AutoCAD SHX Text x 204.27 B.C. 205.57 T.C.

AutoCAD SHX Text x 204.30 B.C. 205.58 T.C.

AutoCAD SHX Text 204.08

AutoCAD SHX Text 203.79

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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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DOWNSTREAM CONTROL HOUSE

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OHU

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OHU

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OHU

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OHU

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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

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POST W/ GATE SENSOR

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SHRUBS

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CONC.

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CLEATS (TYP.)

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WINCH (TYP.)

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"SLSDC" MON. WELL (TYP.)

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RIM 204.20

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AS SHOWN

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EISENHOWER & SNELL LOCKS

AutoCAD SHX Text 03/01/23

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LTF

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DMD

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COMPRESSOR BUILDING FEEDERS 13.8 KV REPAIRS

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EISENHOWER & SNELL LOCKS COMPRESSOR BUILDING FEEDERS 13.8 KV REPAIRS

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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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SITE UTILITY PLAN - SNELL LOCK (SCALE 1"= 20')

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CONCRETE MARKER POST

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EDGE OF WATER

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TELEPHONE PEDESTAL

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ROOF COVERS

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EDGE OF GRAVEL

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EDGE OF PAVE

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CONCRETE

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STEEL COVER

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EXISTING MONITORING LOCATION

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AutoCAD SHX Text 355.74

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JUNCTION BOX (UNDERGROUND)

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GV

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GAS VALVE

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WATER VALVE

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AutoCAD SHX Text 355.74

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GROUND SPOT ELEVATION

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ELECTRIC PANEL

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EXISTING GROUND INDEX CONTOUR

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CI

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CAST IRON PIPE

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CLEAN-OUT

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STORM DRAIN INLET - ROUND

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OVERHEAD UTILITIES

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LEGEND

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EDGE OF BUILDING

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CENTER OF ROAD

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OHU

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CULVERT PIPE

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FIRE HYDRANT

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STORM DRAIN INLET - SQUARE

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SANITARY MANHOLE

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UTILITY POLE

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SITE BENCHMARK

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GUY WIRE

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SNUBBING BUTTON WITH TOP ELEVATION

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EDGE OF TREES & BRUSH

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EXISTING GROUND CONTOUR

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PIPE BOLLARD

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CHAIN LINK FENCE

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CORRUGATED PLASTIC PIPE

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CORRUGATED METAL PIPE

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POLY VINYL CHLORIDE PIPE

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PVC

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CMP

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CPP

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SIGN-SINGLE POST

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WV

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SIGN-DOUBLE POST

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MANHOLE

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LAMP POST

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HORIZONTAL SURVEY CONTROL POINT

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ELECTRIC WINCH

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TOP OF CONCRETE

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BOTTOM OF CONCRETE

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BC

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SITE UTILITY PLAN - SNELL LOCK

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AutoCAD SHX Text GENERAL NOTES: 1. UTILITY MAP IS FOR REFERENCE ONLY. UTILITY MAP IS FOR REFERENCE ONLY. 2. ALL UTILITIES MAY NOT BE SHOWN OR LOCATED WHERE ALL UTILITIES MAY NOT BE SHOWN OR LOCATED WHERE INDICATED ON THIS PLAN SHEET. 3. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO ALL CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO ALL EXCAVATION. 4. CONTRACTOR SHALL OBTAIN A DIG PERMIT FROM GLS AND SHALL CONTRACTOR SHALL OBTAIN A DIG PERMIT FROM GLS AND SHALL COORDINATE UNDERGROUND UTILITY CLEARANCE WITH UDIG NY (811) PRIOR TO ALL EXCAVATION.

AutoCAD SHX Text GENERAL NOTES: 1. UTILITY MAP IS FOR REFERENCE ONLY. UTILITY MAP IS FOR REFERENCE ONLY. 2. ALL UTILITIES MAY NOT BE SHOWN OR LOCATED WHERE ALL UTILITIES MAY NOT BE SHOWN OR LOCATED WHERE INDICATED ON THIS PLAN SHEET. 3. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO ALL CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO ALL EXCAVATION. 4. CONTRACTOR SHALL OBTAIN A DIG PERMIT FROM GLS AND SHALL CONTRACTOR SHALL OBTAIN A DIG PERMIT FROM GLS AND SHALL COORDINATE UNDERGROUND UTILITY CLEARANCE WITH UDIG NY (811) PRIOR TO ALL EXCAVATION.

GENERAL NOTES: 1. UTILITY MAP IS FOR REFERENCE ONLY. UTILITY MAP IS FOR REFERENCE ONLY. 2. ALL UTILITIES MAY NOT BE SHOWN OR LOCATED WHERE ALL UTILITIES MAY NOT BE SHOWN OR LOCATED WHERE INDICATED ON THIS PLAN SHEET. 3. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO ALL CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO ALL EXCAVATION. 4. CONTRACTOR SHALL OBTAIN A DIG PERMIT FROM GLS AND SHALL CONTRACTOR SHALL OBTAIN A DIG PERMIT FROM GLS AND SHALL COORDINATE UNDERGROUND UTILITY CLEARANCE WITH UDIG NY (811) PRIOR TO ALL EXCAVATION.

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AutoCAD SHX Text T.G. 250.73

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T.G. 250.43 DRAIN

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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

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T.G. 203.91 DRAIN

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T.G. 203.99 DRAIN

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INV. 12"CMP= 231.46

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FF= 251.10

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FF=251.09

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FF=251.08

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FF=251.37

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FF= 261.85

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FF= 259.27

AutoCAD SHX Text 251.69

AutoCAD SHX Text 251.77

AutoCAD SHX Text 251.78

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204.42 T.C.

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250.99 T.C.

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252.19 T.C.

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250.87 B.C.

AutoCAD SHX Text 250.80

AutoCAD SHX Text 250.43

AutoCAD SHX Text 250.51

AutoCAD SHX Text U

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AutoCAD SHX Text 263.59

AutoCAD SHX Text 263.72

AutoCAD SHX Text 263.69

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ASPHALT PARKING

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ASPHALT PAVING

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ASPHALT PAVING

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PAVED ROAD

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GRAVEL

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GRAVEL ROAD

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GRAVEL ROAD

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SHED W/ STAIRS

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DOWNSTREAM CONTROL HOUSE

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COMPRESSOR BUILDING

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WATER PUMP HOUSE

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QUONSET BUILDING

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SHED

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MCCANN BUILDING

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OBERLIN BUILDING

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OHU

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OHU

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OVER GATES

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SHED

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TOWER

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TOWER

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STEEL STAIRS

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CONC. PAD W/ 8 BOLLARDS

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NORTH OVERLOOK PARKING LOT

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JUNCTION BOX (UNDERGROUND)

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JUNCTION BOX (UNDERGROUND)

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CHLORINE STATION

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CONCRETE

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SHED

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AUTOMATIC GATE

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GATE

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LEACH FIELD (REC.)

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GENERATOR

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8" PVC

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18" CMP

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12" CMP

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6" PVC

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6" PVC

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12" CMP

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18" CMP

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12" CMP

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12" CMP

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12" CMP

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6" CMP

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18" CMP

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36" CMP

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(REC.)

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LEACH FIELD (REC.)

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RIM 203.94 E 186.45

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RIM 250.08 NO ACCESS

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RIM 250.04 SUMP 236.14 DIRECTION PER GPR LOCATION

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RIM 250.07 SUMP 239.72

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TG 249.96 SUMP 238.26 FULL OF WATER

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TG 249.50 N 246.05 SW 247.55

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RIM 238.45 SE 230.85 NW 230.90

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TG 248.81 E 246.76 W 246.76

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RIM 249.09 E 243.49 SE 240.49 S1 239.04 S2 245.69 W 245.69

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TG 249.09 N 247.04

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TG 248.62 E 245.67 S 245.47 W 245.72

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RIM 210.47 SW 206.97 W 199.67 SUMP 195.27

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MON

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MON

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PULL BOX RIM 256.51

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POST

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POST

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POST

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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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CONC. BASE ONLY

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CONC. BASE ONLY

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CABINET

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CONCRETE

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W-BEAM GUIDERAIL

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ASPHALT PARKING

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CONC.

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TIMBERS

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WINCH

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WINCH

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CONC.

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CONC.

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CONC.

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CONC. PAD

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GLASS VESTIBULE

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AutoCAD SHX Text T.G. 250.70

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CONC. BASE ONLY

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NEW ELECTRICAL PULL BOX APRIL 2021

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CONC. PAD W/ INFO SIGN

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APPROX. EXISTING 13.8KV LINES

AutoCAD SHX Text APPROX. EXISTING 13.8KV LINES. REMOVE EXISTING 13.8KV LINE MARKERS AFTER INSTALLATION OF NEW 13.8KV LINE IS COMPLETE.

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PROPOSED 13.8KV LINES, TWO SETS OF OKONITE 15KV ARMORED CABLE C-L-X TYPE MV-105

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PROPOSED 13.8KV LINES, TWO SETS OF OKONITE 15KV ARMORED CABLE C-L-X TYPE MV-105

AutoCAD SHX Text APPROX. EXISTING 13.8KV LINES. REMOVE EXISTING 13.8KV LINE MARKERS AFTER INSTALLATION OF NEW 13.8KV LINE IS COMPLETE.

AutoCAD SHX Text PROPOSED FENCE CROSSING SEE DETAIL D ON SHEET 11. REMOVE AND REINSTALL FENCE AS NEEDED DURING CONSTRUCTION

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PROPOSED UTILITY CROSSING SEE DETAIL C ON SHEET 11

AutoCAD SHX Text PROPOSED FENCE CROSSING SEE DETAIL D ON SHEET 11 & NYPA STRUCTURE DETAIL ON SHEET 9. CONCRETE ENCASEMENT SHALL EXTEND TO NYPA STRUCTURE.

AutoCAD SHX Text PROPOSED FENCE CROSSING SEE DETAIL D ON SHEET 11. REMOVE AND REINSTALL FENCE AS NEEDED DURING CONSTRUCTION

AutoCAD SHX Text PROPOSED UTILITY CROSSINGS, SEE DETAIL C ON SHEET 11. CONCRETE ENCASEMENT SHALL EXTEND TO BUILDING.

AutoCAD SHX Text NEW 13.8KV LINES SHALL MAINTAIN 10' MIN. OF SEPARATION FROM EXISTING 13.8KV LINES.

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NEW 13.8KV LINES SHALL MAINTAIN 10' MIN. OF SEPARATION FROM EXISTING FENCE

AutoCAD SHX Text APPROX. LIMITS TO CUT AND ABANDON EXISTING 13.8KV LINES IN PLACE. ADD LIKE FILL IF REQUIRED AND RESTORE TO ORIGINAL CONDITIONS.

AutoCAD SHX Text APPROX. LIMITS TO CUT AND ABANDON EXISTING 13.8KV LINES IN PLACE. ADD LIKE FILL IF REQUIRED AND RESTORE TO ORIGINAL CONDITIONS.

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13.8KV CABLE INSTALLATION PLAN - EISENHOWER LOCK (SCALE 1"= 30')

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SLS-370-264/5

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AS SHOWN

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REV.

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PROJECT TITLE:

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EISENHOWER & SNELL LOCKS

AutoCAD SHX Text 03/01/23

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LTF

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DMD

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TAO

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COMPRESSOR BUILDING FEEDERS 13.8 KV REPAIRS

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EISENHOWER & SNELL LOCKS COMPRESSOR BUILDING FEEDERS 13.8 KV REPAIRS

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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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MULTI.

AutoCAD SHX Text GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL EXCAVATION CONTRACTOR SHALL VERIFY ALL EXCAVATION REQUIREMENTS PRIOR TO BID. DUE TO THE CHANGE IN ELEVATION, LINEAR TAKEOFFS FROM PRINTS MAY BE INACCURATE. CONTRACTOR SHALL FIELD VERIFY OVERALL DISTANCE BETWEEN NYPA STRUCTURES TERMINATION POINTS AND TRANSFORMER VAULT TERMINATION POINTS. 2. CONTRACTOR SHALL COORDINATE ALL WORK IN AND CONTRACTOR SHALL COORDINATE ALL WORK IN AND AROUND NEW YORK POWER AUTHORITY (NYPA) STRUCTURES PRIOR TO DOING ANY WORK. CONTRACTOR SHALL ADHERE TO ANY AND ALL OF NYPA'S PERMITTING & CONSTRUCTION REQUIREMENTS. 3. CONTRACTOR SHALL COORDINATE DIG PERMIT WITH CONTRACTOR SHALL COORDINATE DIG PERMIT WITH GREAT LAKES ST. LAWRENCE SEAWAY DEVELOPMENT CORPORATION (GLS) PRIOR TO DOING ANY EXCAVATION. CONTRACTOR SHALL ALSO OBTAIN UNDERGROUND FACILITIES CLEARANCE FROM DIG SAFELY NEW YORK (811) PRIOR TO DOING ANY EXCAVATION WORK. 4. CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE ALL ROAD CROSSINGS, DITCH CROSSINGS, FENCING CROSSINGS, AND GRASS AREAS BACK TO ORIGINAL CONDITIONS. 5. CONTRACTOR TO COORDINATE ALL POWER OUTAGES 2 CONTRACTOR TO COORDINATE ALL POWER OUTAGES 2 WEEKS IN ADVANCE WITH GLS AND NYPA PRIOR TO DOING ANY WORK. 6. CONTRACTOR TO FIELD VERIFY OVERALL LENGTH OF CONTRACTOR TO FIELD VERIFY OVERALL LENGTH OF CABLE PRIOR TO ORDERING ANY CABLE. THE ESTIMATED CABLE LENGTH IS 750' PER CABLE FOR A TOTAL OVERALL INSTALLED CABLE LENGTH OF 1500'. THIS IS BASED ON THE CABLE BEING INSTALLED IN THE APPROXIMATE LOCATION AS SHOWN ON THE DRAWINGS. 7. CONTRACTOR TO INSTALL BURIED HIGH VOLTAGE CONTRACTOR TO INSTALL BURIED HIGH VOLTAGE CABLE MARKERS A MINIMUM OF EVERY 50' ALONG THE PATH OF THE BURIED CABLE. MARKERS SHALL CLEARLY IDENTIFY THE HAZARD. MARKERS SHALL BE CARSONITE LINE MARKER CLM-72-04-24-04 OR EQUAL. CONTRACTOR SHALL SUBMIT ENHANCER WORDING FOR APPROVAL BY GLS.

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ELECTRICAL SITE PLAN - EISENHOWER LOCK

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PROPOSED 13.8KV LINES

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LEGEND

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PROPOSED 13.8KV LINES WITH APPROX. CONCRETE ENCASEMENT LIMITS

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SEE DETAIL A ON THIS SHEET FOR CONDUIT ENTRANCE TO BUILDING

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DETAIL A (NTS)

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EXISTING 5" CONDUIT

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PROPOSED 6" CONDUIT WITH NEW 13.8KV LINE

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PROPOSED 5" TO 6" TRANSITION TO CONNECT EXISTING CONDUIT TO PROPOSED CONDUIT

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PROPOSED CONCRETE ENCASEMENT

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SEE DETAIL A ON SHEET 12 FOR ELECTRICAL REPAIR

APPROX. LIMITS TO CUT AND ABANDON EXISTING 13.8KV LINES

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STOP GATE ARM

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TOP OF GRATE

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OVER GATES

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AutoCAD SHX Text T.G. 188.57

AutoCAD SHX Text T.G. 204.13

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204.31 T.G.

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CONC.

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FACE OF CONCRETE

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AutoCAD SHX Text x 204.30 B.C. 205.58 T.C.

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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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DOWNSTREAM CONTROL HOUSE

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OHU

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OHU

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OHU

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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

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POST W/ GATE SENSOR

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SHRUBS

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CONC.

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SHED

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CLEATS (TYP.)

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WINCH (TYP.)

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FLUSH METAL PLATE

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"SLSDC" MON. WELL (TYP.)

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RIM 204.20

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AutoCAD SHX Text APPROX. EXISTING 13.8KV LINES. REMOVE EXISTING 13.8KV LINE MARKERS AFTER INSTALLATION OF NEW 13.8KV LINE IS COMPLETE.

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PROPOSED 13.8KV LINES, TWO SETS OF OKONITE 15KV ARMORED CABLE C-L-X TYPE MV-105

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APPROX. EXISTING 13.8KV LINES

AutoCAD SHX Text PROPOSED FENCE CROSSING SEE DETAIL D ON SHEET 11. REMOVE AND REINSTALL FENCE AS NEEDED DURING CONSTRUCTION CONCRETE ENCASEMENT SHALL EXTEND TO BUILDING

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PROPOSED ROAD CROSSING SEE DETAIL B ON SHEET 11

AutoCAD SHX Text PROPOSED FENCE CROSSING SEE DETAIL D ON SHEET 11 & NYPA STRUCTURE DETAIL ON SHEET 10. CONCRETE ENCASEMENT SHALL EXTEND TO NYPA STRUCTURE.

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PROPOSED UTILITY CROSSING SEE DETAIL C ON SHEET 11

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REMOVE AND REINSTALL GUIDE RAIL AS NEEDED DURING CONSTRUCTION

AutoCAD SHX Text APPROX. LIMITS TO CUT AND ABANDON EXISTING 13.8KV LINES IN PLACE. ADD LIKE FILL IF REQUIRED AND RESTORE TO ORIGINAL CONDITIONS.

AutoCAD SHX Text APPROX. LIMITS TO CUT AND ABANDON EXISTING 13.8KV LINES IN PLACE. ADD LIKE FILL IF REQUIRED AND RESTORE TO ORIGINAL CONDITIONS.

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SLS-370-264/6

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AS SHOWN

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EISENHOWER & SNELL LOCKS

AutoCAD SHX Text 03/01/23

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LTF

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DMD

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TAO

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COMPRESSOR BUILDING FEEDERS 13.8 KV REPAIRS

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EISENHOWER & SNELL LOCKS COMPRESSOR BUILDING FEEDERS 13.8 KV REPAIRS

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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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13.8KV CABLE INSTALLATION PLAN - SNELL LOCK (SCALE 1"= 20')

AutoCAD SHX Text GENERAL NOTES: 1. THE GRADING BETWEEN THE NYPA STRUCTURES AND THE GRADING BETWEEN THE NYPA STRUCTURES AND THE TRANSFORMER VAULT IS EXTREMELY STEEP. CONTRACTOR SHALL VERIFY ALL EXCAVATION REQUIREMENTS PRIOR TO BID. DUE TO THE CHANGE IN ELEVATION, LINEAR TAKEOFFS FROM PRINTS MAY BE INACCURATE. CONTRACTOR SHALL FIELD VERIFY OVERALL DISTANCE BETWEEN NYPA STRUCTURE TERMINATION POINTS AND TRANSFORMER VAULT TERMINATION POINTS. 2. CONTRACTOR SHALL COORDINATE ALL WORK IN AND CONTRACTOR SHALL COORDINATE ALL WORK IN AND AROUND NEW YORK POWER AUTHORITY (NYPA) STRUCTURES PRIOR TO DOING ANY WORK. CONTRACTOR SHALL ADHERE TO ANY AND ALL OF NYPA'S PERMITTING & CONSTRUCTION REQUIREMENTS. 3. CONTRACTOR SHALL COORDINATE DIG PERMIT WITH CONTRACTOR SHALL COORDINATE DIG PERMIT WITH GREAT LAKES ST. LAWRENCE SEAWAY DEVELOPMENT CORPORATION (GLS) PRIOR TO DOING ANY EXCAVATION. CONTRACTOR SHALL ALSO OBTAIN UNDERGROUND FACILITIES CLEARANCE FROM DIG SAFELY NEW YORK (811) PRIOR TO DOING ANY EXCAVATION WORK. 4. CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE ALL ROAD CROSSINGS, DITCH CROSSINGS, FENCING CROSSINGS, AND GRASS AREAS BACK TO ORIGINAL CONDITIONS. 5. CONTRACTOR TO COORDINATE ALL POWER OUTAGES 2 CONTRACTOR TO COORDINATE ALL POWER OUTAGES 2 WEEKS IN ADVANCE WITH GLS AND NYPA PRIOR TO DOING ANY WORK. 6. CONTRACTOR TO FIELD VERIFY OVERALL LENGTH OF CONTRACTOR TO FIELD VERIFY OVERALL LENGTH OF CABLE PRIOR TO ORDERING ANY CABLE. THE ESTIMATED CABLE LENGTH IS 400' PER CABLE FOR A TOTAL OVERALL INSTALLED CABLE LENGTH OF 800'. THIS IS BASED ON THE CABLE BEING INSTALLED IN THE APPROXIMATE LOCATION AS SHOWN ON THE DRAWINGS. 7. CONTRACTOR TO INSTALL BURIED HIGH VOLTAGE CONTRACTOR TO INSTALL BURIED HIGH VOLTAGE CABLE MARKERS A MINIMUM OF EVERY 50' ALONG THE PATH OF THE BURIED CABLE. MARKERS SHALL CLEARLY IDENTIFY THE HAZARD. MARKERS SHALL BE CARSONITE LINE MARKER CLM-72-04-24-04 OR EQUAL. CONTRACTOR SHALL SUBMIT ENHANCER WORDING FOR APPROVAL BY GLS.

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ELECTRICAL SITE PLAN - SNELL LOCK

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PROPOSED 13.8KV LINES

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LEGEND

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PROPOSED 13.8KV LINES WITH APPROX. CONCRETE ENCASEMENT LIMITS

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SEE DETAIL A ON THIS SHEET FOR CONDUIT ENTRANCE TO BUILDING

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DETAIL A (NTS)

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EXISTING 5" CONDUIT

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PROPOSED 6" CONDUIT WITH NEW 13.8KV LINE

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PROPOSED 5" TO 6" TRANSITION TO CONNECT EXISTING CONDUIT TO PROPOSED CONDUIT

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PROPOSED CONCRETE ENCASEMENT

APPROX. LIMITS TO CUT AND ABANDON EXISTING 13.8KV LINES

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EISENHOWER & SNELL LOCKS

AutoCAD SHX Text 03/01/23

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LTF

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DMD

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TAO

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COMPRESSOR BUILDING FEEDERS 13.8 KV REPAIRS

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EISENHOWER & SNELL LOCKS COMPRESSOR BUILDING FEEDERS 13.8 KV REPAIRS

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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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TRANSFORMER VAULT DEMOLITION DETAILS - EISENHOWER & SNELL LOCKS

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LEGEND

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PROPOSED DEMOLITION LIMITS

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REMOVE EXISTING JUNCTION BOX, CONDUITS, & WIRE AS SHOWN

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REMOVE EXISTING JUNCTION BOX, CONDUITS, & WIRE AS SHOWN

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REMOVE EXISTING JUNCTION BOX, CONDUITS, & WIRE AS SHOWN

REMOVE EXISTING JUNCTION BOX, CONDUITS, & WIRE AS SHOWN

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EXISTING HIGH VOLTAGE DISCONNECT

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SLS-370-264/8

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EISENHOWER & SNELL LOCKS

AutoCAD SHX Text 03/01/23

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LTF

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DMD

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TAO

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COMPRESSOR BUILDING FEEDERS 13.8 KV REPAIRS

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EISENHOWER & SNELL LOCKS COMPRESSOR BUILDING FEEDERS 13.8 KV REPAIRS

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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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TRANSFORMER VAULT DETAILS - EISENHOWER & SNELL LOCKS

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SECTION A-A

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PROPOSED 13.8KV LINE TO EXISTING HIGH VOLTAGE DISCONNECT

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PROPOSED 24" WIDE ALUMINUM LADDER TRAY

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SEE DETAIL A FOR INDIVIDUAL CONDUCTOR WIRING

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PROPOSED 13.8KV LINES TO EXISTING HIGH VOLTAGE DISCONNECT

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PROPOSED 24" WIDE ALUMINUM LADDER TRAY

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EXISTING 5" CONDUITS

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PROPOSED 13.8KV LINE TO EXISTING HIGH VOLTAGE DISCONNECT

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PROPOSED 24" WIDE ALUMINUM LADDER TRAY

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THREADED ROD SUPPORTS FROM CEILING. ATTACH TO LOAD BEARING STRUCTURE

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THREADED ROD SUPPORTS FROM CEILING. ATTACH TO LOAD BEARING STRUCTURE

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CONDUIT STRAPS

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ATTACH EXISTING CONDUIT TO UNISTRUT SUPPORTS

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DETAIL A

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DETAIL A

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GROUNDED PARKING STANDS (TYP)

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PROPOSED STAINLESS STEEL UNISTRUT TO MOUNT LINEAR JUNCTION BARS

AutoCAD SHX Text PROPOSED LINEAR JUNCTION BARS, PATTON & COOKE MODEL JB-1A/1B-26 WITH 2 PARKING STANDS

AutoCAD SHX Text TERMINATION SHALL BE COOPER 15KV LOAD BREAK CONNECTORS LE-215 200 AMP TO TRANSFORMER (TYP)

AutoCAD SHX Text TERMINATION SHALL BE COOPER 15KV, 600 AMP DEAD BREAK CONNECTORS BT625DD16A1T (TYP)

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TERMINATIONS SHALL BE 15KV RAYCHEM MOD-3A-HVT

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TERMINATIONS SHALL BE 15KV RAYCHEM MOD-3A-HVT

TERMINATIONS SHALL BE 15KV RAYCHEM MOD-3A-HVT

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EISENHOWER & SNELL LOCKS

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LTF

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DMD

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TAO

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COMPRESSOR BUILDING FEEDERS 13.8 KV REPAIRS

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EISENHOWER & SNELL LOCKS COMPRESSOR BUILDING FEEDERS 13.8 KV REPAIRS

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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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AutoCAD SHX Text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

AutoCAD SHX Text NEW CABLES INSTALLED WITHIN THE NYPA FENCED AREA SHALL BE ENCASED IN CONCRETE. REFER TO CONCRETE ENCASED TRENCH DETAIL.

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NYPA STRUCTURE & DETAILS - EISENHOWER LOCK

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ORTHOGRAPHIC VIEW STRUCTURE EIS 12A

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ORTHOGRAPHIC VIEW STRUCTURE EIS 12B

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ORTHOGRAPHIC VIEW STRUCTURE EIS 13

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ORTHOGRAPHIC VIEW STRUCTURE EIS 12

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STRUCTURE EIS 13 END VIEW

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STRUCTURE EIS 13 SIDE VIEW

AutoCAD SHX Text REMOVE EXISTING CABLES AND TERMINATE NEW CABLES TO EXISTING FUSED CUTOUTS. TERMINATIONS SHALL BE 15KV RAYCHEM MOD-3A-HVT.

REMOVE EXISTING CABLES AND SECURE NEW CABLES TO NEW LADDER TRAY. NEW LADDER TRAY SHALL BE 12" WIDE ALUMINUM.

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EISENHOWER & SNELL LOCKS

AutoCAD SHX Text 03/01/23

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LTF

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DMD

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TAO

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COMPRESSOR BUILDING FEEDERS 13.8 KV REPAIRS

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EISENHOWER & SNELL LOCKS COMPRESSOR BUILDING FEEDERS 13.8 KV REPAIRS

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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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MULTI.

AutoCAD SHX Text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