02_Eisenhower_Lock 13_KV Cable Replacement Drawings 4_19_22.pdf
PDF 2 MB Posted
- Attached to
- Eisenhower 13. 8KV Underground Cable Removal & Install Project Federal contract opportunity
- Solicitation number
- 6923G522Q0705
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 6923G522Q0705A0001_Questions-Answers.pdf | ||
| 04-Past Performance Questinnaire (PPQ).pdf | ||
| RFQ_6923G522Q0705_13.8KV_CableReplacement.pdf | ||
| 01_Eisenhower_Lock_13.8KV_Cable_Specifications.pdf | ||
| 03_WageDeterm_NY20220009_13May2022.pdf |
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UNITED STATES DEPARTMENT OF TRANSPORTATION,
EISENHOWER LOCK
13.8KV ELECTRICAL SERVICE ENTRANCE CABLE UPGRADES
GREAT LAKES SAINT LAWRENCE SEAWAY DEVELOPMENT CORPORATION
DRAWING LIST
SLS-326-305/1 COVER SHEET
SLS-326-305/2 VICINITY MAPS
SLS-326-305/3 ELECTRICAL SITE PLAN
SLS-326-305/4 NYPA STRUCTURE AND DETAILS
SLS-326-305/5 PROFILE AND DETAILS
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OFFICE OF ENGINEERING AND MAINTENANCE
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MASSENA, NEW YORK
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DEVELOPMENT CORPORATION
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AKC
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EISENHOWER LOCK 13.8KV ELECTRICAL SERVICE ENTRANCE CABLE UPGRADES COVER SHEET
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LTF
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SLS-326-305/1
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GREAT LAKES ST. LAWRENCE SEAWAY
WADDINGTON
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CANTON
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NEW YORK
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WATERTOWN
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BAY
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LAKE ONTARIO
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CARTHAGE
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GOUVERNEUR
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ONTARIO
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ST. LAWRENCE RIVER
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MORRISTOWN
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WORK SITE
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MASSENA
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ROUSES PT.
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CORNWALL
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QUEBEC
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LAKE CHAMPLAIN
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SYRACUSE
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NIAGARA
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CANAL
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ERIE
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NEW YORK
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TORONTO
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WELLAND
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INTERNATIONAL BOUNDARY
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ONTARIO
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ROCHESTER
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MA.
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ALBANY
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MASSENA
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ST. LAWRENCE RIVER
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ESTCODE
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CENTER BUILDING
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VESSEL TRAFFIC CENTER
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AIR COMP. TRANSFORMER BUILDING
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VISTA HOUSE
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PARTIAL NYS
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ST. LAWRENCE COUNTY NYS
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EISENHOWER LOCK
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OFFICE OF ENGINEERING AND MAINTENANCE
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MASSENA, NEW YORK
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DEVELOPMENT CORPORATION
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DATE
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OF
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AS NOTED
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EISENHOWER LOCK 13.8KV ELECTRICAL SERVICE ENTRANCE CABLE UPGRADES VICINITY MAPS
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LTF
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SLS-326-305/2
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GREAT LAKES ST. LAWRENCE SEAWAY
AKC
GENERAL NOTES:
1. THE GRADING BETWEEN THE NORTH FENCE 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 POINT AND TRANSFORMER VAULT
TERMINATION POINT.
2. CONTRACTOR SHALL COORDINATE ALL WORK IN AND AROUND NEW YORK POWER AUTHORITY (NYPA) STRUCTURE PRIOR TO DOING ANY WORK. CONTRACTOR SHALL ADHERE TO ANY AND ALL OF NYPA'S
PERMITTING REQUIREMENTS.
3. 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 PRIOR TO DOING ANY
EXCAVATION WORK.
4. CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE ALL ROAD CROSSINGS, DITCH CROSSINGS AND
FENCING CROSSINGS BACK TO ORIGINAL CONDITIONS.
5. NEW CABLES MAY BE INSTALLED IN SAME TRENCH AS REMOVED CABLES. TRENCH SHALL BE DUG AS PER
TRENCH DETAILS.
6. 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 SAME LOCATION AS THE CABLE BEING
REMOVED.
7. CONTRACTOR TO INSTALL BURIED HIGH VOLTAGE CABLE MARKERS 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.
DEMOLITION NOTES:
1. CONTRACTOR SHALL REMOVE THE TWO EXISTING DIRECT BURIED 13.8KV CABLE ASSEMBLIES BETWEEN
THE TRANSFORMER VAULT AND NYPA STRUCTURE.
2. CONTRACTOR SHALL GET DIG PERMIT FROM GREAT LAKES ST. LAWRENCE SEAWAY DEVELOPMENT
CORPORATION (GLS) PRIOR TO DOING ANY WORK.
3. CONTRACTOR SHALL COORDINATE ALL WORK IN AND AROUND NYPA STRUCTURE WITH NYPA PRIOR TO
DOING ANY WORK.
4. THE EXISTING 13.8KV CABLES HAVE BEEN DISCONNECTED IN THE GLS TRANSFORMER VAULT AND OUT AT
THE NYPA STRUCTURE.
5. UNDERGROUND FACILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL COMPLETE UNDERGROUND
FACILITIES CLEARANCE.
INSTALLATION NOTES:
1. CONTRACTOR SHALL REPLACE, IN-KIND, THE TWO DIRECT BURIED 13.8KV CABLE ASSEMBLIES BETWEEN THE TRANSFORMER VAULT AND NYPA
STRUCTURE, WHICH WERE REMOVED DURING DEMOLITION.
2. CONTRACTOR SHALL PROVIDE AND INSTALL ALL 13.8KV REQUIRED EXCAVATIONS, CONCRETE ENCASEMENT, CABLES, TERMINATIONS AND
RESTORATION FOR A COMPLETE AND FUNCTIONAL SYSTEM.
3. CABLES SHALL BE INSTALLED IN 6" SCHEDULE 80 PVC CONDUIT, CONCRETE ENCASED WHERE INSTALLED UNDER ROADS, FENCES, DITCH CROSSINGS AND INSIDE NYPA STRUCTURE FENCED AREA. CONCRETE ENCASED CONDUITS SHALL EXTEND AT LEAST 10' BEYOND EDGE OF DITCHES AND FENCES.
4. CONTRACTOR SHALL TEST 13.8KV CABLES IN ACCORDANCE WITH THE PROJECT DRAWINGS AND SPECIFICATIONS. TESTING SHALL BE COMPLETED
AND RESULTS PROVIDED TO GLS PRIOR TO ENERGIZING CABLES.
5. CONTRACTOR SHALL COORDINATE ALL WORK IN AND AROUND NYPA STRUCTURE WITH NYPA PRIOR TO DOING ANY WORK.
6. CONTRACTOR SHALL MAKE ALL TRANSFORMER AND NYPA STRUCTURE TERMINATIONS AS REQUIRED FOR A COMPLETE AND FULLY FUNCTIONAL
INSTALLATION.
7. UNDERGROUND FACILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL COMPLETE UNDERGROUND FACILITIES CLEARANCE.
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INV. 12"CMP= 231.46
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FF= 251.10
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FF= 259.27
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ASPHALT PAVING
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PAVED ROAD
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DOWNSTREAM CONTROL HOUSE
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SHED
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CHLORINE STATION
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AUTOMATIC GATE
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CLF
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CLF
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GENERATOR
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6" PVC
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LEACH FIELD (REC.)
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RIM 238.45 SE 230.85 NW 230.90
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POST W/ GATE SENSOR
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W-BEAM GUIDERAIL
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INV. 12"CMP= 231.46
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ASPHALT PAVING
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GENERATOR
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6" PVC
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6" PVC
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LEACH FIELD (REC.)
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POST W/ GATE SENSOR
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EXISTING FENCED IN NYPA STRUCTURE EIS 12
AutoCAD SHX Text EXISTING SET OF 13.8KV DIRECT BURIED CABLES TO BE REMOVED AND DISPOSED OF BY CONTRACTOR
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CABLES TERMINATE IN EXISTING TRANSFORMER VAULT
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EXISTING 13.8KV DIRECT BURIED CABLES FENCE CROSSING
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EXISTING 13.8KV BURIED CABLES IN CONDUIT ROAD AND DITCH CROSSING
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EXISTING 13.8KV DIRECT BURIED CABLES FENCE CROSSING
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AutoCAD SHX Text TERMINATED CABLES WITH LOAD BREAKS ON EXISTING 13.8KV BUS. TOTAL OF SIX LOAD BREAKS
AutoCAD SHX Text PROPOSED FENCE CROSSING. CABLES TO BE INSTALLED IN SCH. 80 PVC, CONCRETE ENCASED AND EXTEND 10' BEYOND EITHER SIDE OF DITCHES. REFER TO CONCRETE ENCASED TRENCH DETAIL.
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NORTH FENCE
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NORTH FENCE
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EXISTING FENCED IN NYPA STRUCTURE EIS 12
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SOUTH FENCE
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SOUTH FENCE
AutoCAD SHX Text CABLES INSTALLED WITHIN THE NYPA FENCED AREA TO BE ENCASED IN CONCRETE. REFER TO CONCRETE ENCASED TRENCH DETAIL.
AutoCAD SHX Text APPROXIMATE LOCATION OF DRAINAGE DITCH. CABLES TO BE INSTALLED IN SCH. 80 PVC, CONCRETE ENCASED AND EXTEND 10' EITHER SIDE OF THE DITCH AND FENCE. REFER TO CONCRETE ENCASED TRENCH DETAIL.
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TERMINATE CABLES TO EXISTING FUSE CUTOUTS, TOTAL OF SIX TERMS.
AutoCAD SHX Text ESTIMATED OVERALL CABLE LENGTH IS 750' PER CABLE, FOR A TOTAL OVERALL INSTALLED CABLE LENGTH OF 1500.'
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OFFICE OF ENGINEERING AND MAINTENANCE
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MASSENA, NEW YORK
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DEVELOPMENT CORPORATION
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DATE
AutoCAD SHX Text EISENHOWER LOCK 13.8KV ELECTRICAL SERVICE ENTRANCE CABLE UPGRADES ELECTRICAL SITE PLAN
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OF
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%%U13.8KV CABLE DEMOLITION PLAN
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%%U13.8KV CABLE INSTALLATION PLAN
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SLS-326-305/3
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GREAT LAKES ST. LAWRENCE SEAWAY
GENERAL NOTES:
1. THE EXISTING 13.8KV CABLES HAVE BEEN DISCONNECTED IN THE GLS TRANSFORMER VAULT AND
OUT AT THE NYPA STRUCTURE.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING BOTH EXISTING FEEDER CABLES , SEAWAY 1
AND SEAWAY 2, AND INSTALL NEW FEEDER CABLES, SEAWAY 1 AND SEAWAY 2.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRENCHING, CABLES, CONDUITS, CONCRETE
ENCASEMENT, TERMINATIONS AND RESTORATION FOR A COMPLETE AND FUNCTIONAL SERVICE.
4. EXACT LOCATION OF EQUIPMENT IN NYPA STRUCTURE FENCED AREA MAY DIFFER. CONTRACTOR
TO VERIFY ALL FIELD CONDITIONS BOTH IN FENCED AREA AND ALONG PROJECT WORK AREA.
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OFFICE OF ENGINEERING AND MAINTENANCE
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DATE
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TAO
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SLS-326-305/4
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AC
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REMOVE EXISTING CABLES AND SECURE NEW CABLES TO EXISTING LADDER TRAY
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REMOVE EXISTING CABLES AND TERMINATE NEW CABLES TO EXISTING FUSED CUTOUTS
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REMOVE EXISTING CABLES AND ROUTE NEW CABLES TO EXISTING STRUCTURE LOCATION
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%%USTRUCTURE EIS 12
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GREAT LAKES ST. LAWRENCE SEAWAY
PROFILE NOTES:
1. THE CABLE REPLACEMENT SITE HAS MAJOR CHANGES IN ELEVATION, ROAD CROSSING, FENCE CROSSINGS AND DITCH CROSSINGS. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID TO FAMILIARIZE THEMSELVES WITH THE SITE LAYOUT. CONTRACTORS WHO CHOOSE NOT TO VISIT THE SITE WILL BE EXPECTED TO COMPLETE THE JOB
AS BID, GLS WILL NOT CONSIDER ANY REQUEST FOR CHANGE ORDERS.
2. CONTRACTOR SHALL RESTORE ALL AREAS BACK TO ORIGINAL CONDITION. THIS INCLUDES GRASS AREAS, STONE
AREAS, ROAD CROSSINGS, FENCE CROSSINGS AND LAID STONE WORK IN AND ALONG DITCHES.
CONCRETE ENCASED TRENCH DETAIL NOTES:
1. CONTRACTOR TO COORDINATE TRENCH LOCATIONS WITH GLS PRIOR TO DOING ANY WORK.
2. CONTRACTOR SHALL TRENCH FROM NYPA STRUCTURE TO TRANSFORMER VAULT.
3. CONTRACTOR MAY USE TRENCH LIMITS IN LIEU OF FORMING CONCRETE IN TRENCH.
4. CONCRETE ENCASED CONDUITS SHALL BE USED AT ROAD CROSSING, FENCE CROSSINGS, BOTH DRAINAGE DITCHES ON EITHER SIDE OF THE ROAD, DRAINAGE DITCH APPROXIMATELY HALFWAY
BETWEEN ROAD AND TRANSFORMER VAULT AND IN NYPA STRUCTURE FENCED IN AREA.
5. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO ORIGINAL CONDITION.
TRENCH DETAIL NOTES:
1. CONTRACTOR TO COORDINATE TRENCH LOCATIONS WITH GLS PRIOR TO
DOING ANY WORK.
2. CONTRACTOR SHALL TRENCH FROM NYPA STRUCTURE TO TRANSFORMER
VAULT.
3. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO ORIGINAL
CONDITION.
CONCRETE ENCASED ROAD CROSSING TRENCH DETAIL NOTES:
1. SAW CUT EDGES OF EXISTING PAVEMENT ACROSS THE PAVEMENT BEFORE
EXCAVATING FOR THE CONDUIT. WIDTH OF TRENCH SHALL BE APPROXIMATELY
3' - SUFFICIENT FOR THE USE OF TRENCH COMPACTION EQUIPMENT.
2. IF TRENCH IS DEEPER THAN 4 FEET, PROPER EXCAVATION SAFETY TECHNIQUES
SHALL BE FOLLOWED
3. CONDUIT SHALL BE SUITABLE FOR USE UNDER ROADWAYS SUBJECTED TO HS-20
LOADINGS. BED CONDUIT EVENLY IN ~6" OF TAMPED MEDIUM FINE SAND.
BACKFILL SHALL BE TAMPED WITH A JUMPING JACK OR OTHER SUITABLE
COMPACTION DEVICE.
4. AFTER PLACEMENT OF CONCRETE AND SUFFICIENT CURING TIME, CONTINUE
BACKFILLING WITH CLEAN GRANULAR FILL PLACED IN 12" LOOSE LIFTS TO A
LEVEL THAT IS ~8" BELOW THE BOTTOM OF THE PAVEMENT. THEN PLACE ~8" OF
4" MINUS CRUSHER RUN STONE THAT IS 100% THE PRODUCT OF CRUSHING
LEDGE ROCK AT A QUARRY. COMPACT EACH LIFT OF THE SELECT GRANULAR FILL
AND THE CRUSHED STONE WITH A VIBRATORY PLATE OR ROLLER SO THAT WHEN
WALKED ON WITH BOOT HEELS, THERE ARE NO HEEL MARKS LEFT IN THE
SURFACE. NYSDOT TYPE 1,3 OR 4 PER TABLE 733-04A OR APPROVED EQUAL.
5. PLACE ~2 12" OF NEW YORK STATE DEPARTMENT OF TRANSPORTATION (NYSDOT)
TYPE 3 BINDER FOLLOWED BY 1 12" NYSDOT TYPE 7 TOP. MIXES SHALL CONFORM
TO AN APPROVED NYSDOT JOB MIX FORMULA. COMPACT EACH LAYER WITH 4
TO 5 PASSES OF A VIBRATORY PLATE OR ROLLER THAT IS SUITABLE FOR
BITUMINOUS COMPACTION.
PIPE CROSSING TRENCH DETAIL NOTES:
1. EXTEND THE EXISTING STORM AND SANITARY LINES A
MINIMUM OF 6 FEET DOWNHILL PAST THE TRENCH FOR
THE NEW CABLES AFTER THE CABLES, CONDUIT, AND
CONCRETE HAVE BEEN INSTALLED.
2. MAINTAIN THE SLOPE OF THE DRAINPIPES.
3. EXCAVATE AROUND THE ENDS OF BOTH EXISTING PIPES TO
EXPOSE ENOUGH TO PROPERLY CONNECT TO NEW PIECES
OF PIPING.
4. INCREASE BURIED DEPTHS OF CONDUIT IN CABLE TRENCH
AND ADJUST ALL OTHER REQUIRED DIMENSIONS AS
NECESSARY TO ALLOW FOR THE STORM AND SANITARY
PIPES TO BE LOCATED ABOVE THE CONCRETE ENCASEMENT
BUT A MINIMUM OF 12" BELOW THE SURFACE.
5. SHAPE THE REMAINING DITCH OVER THE CABLE TRENCH TO
MATCH THE SURROUNDING AREAS AND ALLOW PROPER
DRAINAGE.
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GRASS/STONE/PAVEMENT AREA TO RESTORED
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BEDDING SAND
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ELECTRICAL WARNING TAPE.
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NEW CABLES
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COMPACTED BACKFILL
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COMPACTED BACKFILL
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GRASS/STONE/PAVEMENT AREA TO BE RESTORED
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BEDDING SAND
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NEW CABLES IN 6" SCH. 80 PVC CONDUIT
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6' SCHEDULE 80 PVC CONDUITS TO BE CONCRETE ENCASED, POURED WITH RED DYE MIX
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ELECTRICAL WARNING TAPE.
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BEDDING SAND
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NEW CABLES IN 6" SCH. 80 PVC CONDUIT
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6' SCHEDULE 80 PVC CONDUITS TO BE CONCRETE ENCASED, POURED WITH RED DYE MIX
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ELECTRICAL WARNING TAPE.
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COMPACTED BACKFILL
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COMPACTED BACKFILL
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GRASS/STONE/PAVEMENT AREA TO BE RESTORED
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BEDDING SAND
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NEW CABLES IN 6" SCH. 80 PVC CONDUIT
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6' SCHEDULE 80 PVC CONDUITS TO BE CONCRETE ENCASED, POURED WITH RED DYE MIX
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ELECTRICAL WARNING TAPE.
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12" CULVERT EXTENDED OVER CABLES
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6" PVC EXTENDED OVER CABLES
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TAO
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REV.
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SCALE:
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CHECKED:
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DRAWN:
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DESIGNED:
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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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COORDINATED:
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RECOMMENDED:
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DESCRIPTION
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OFFICE OF ENGINEERING AND MAINTENANCE
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MASSENA, NEW YORK
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DEVELOPMENT CORPORATION
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GREAT LAKES ST. LAWRENCE SEAWAY
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DATE
AutoCAD SHX Text EISENHOWER LOCK 13.8KV ELECTRICAL SERVICE ENTRANCE CABLE UPGRADES PROFILE AND DETAILS
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OF
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AS NOTED
AutoCAD SHX Text 03/17/22
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LTF
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SLS-326-305/5
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NEW CABLES SHALL BE ROUTED TO NYPA STRUCTURE, NOT SHOWN IN THIS PROFILE
AutoCAD SHX Text CABLES ROUTED UNDER DITCHES, FENCES AND ROAD SHALL BE IN 6" SCHEDULE 80 PVC CONDUITS, ENCASED IN CONCRETE. CONCRETE ENCASEMENT SHALL EXTEND A MINIMUM OF 10' BEYOND THE EDGE OF DITCHES AND FENCES ON BOTH SIDES.
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NEW CABLES SHALL BE ROUTED TO TRANSFORMER VAULT, NOT SHOWN IN THIS PROFILE
AutoCAD SHX Text CONTRACTOR TO REPLACE EXISTING SEAWAY 1 CABLE AND SEAWAY 2 CABLE. REFER TO SPECIFICATIONS FOR CABLE REQUIREMENTS. THERE ARE TWO (2) SEPARATE CABLES. ONLY ONE (1) CABLE IS SHOWN IN PROFILE.
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%%UPROFILE
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NOT TO SCALE
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STONE FOR EROSION CONTROL TO BE RESTORED
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ROAD AND STONE FOR EROSION CONTROL TO BE RESTORED
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GRASS AREAS TO BE RESTORED
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GRASS AREAS TO BE RESTORED
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GRASS AREAS TO BE RESTORED
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%%UTRENCH DETAIL
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NOT TO SCALE
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%%UCONCRETE ENCASED TRENCH DETAIL
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NOT TO SCALE
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EXISTING PAVEMENT
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SAW CUT EDGES
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1-1/2" NYSDOT TYPE 7 TOP
AutoCAD SHX Text 2 "NYSDOT TYPE 3 BINDER. BINDER 12"NYSDOT TYPE 3 BINDER. BINDER THICKNESS MAY BE GREATER IF NECESSARY TO MATCH EXISTING PAVEMENT
AutoCAD SHX Text 8" " MINUS CRUSHER RUN 34" MINUS CRUSHER RUN LIMESTONE COMPACTED WITH A VIBRATORY PLATE OR ROLLER..
AutoCAD SHX Text SELECT GRANULAR FILL-PLACED IN 12" LOOSE LIFTS AND COMPACTED WITH A VIBRATORY PLATE OR ROLLER.
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%%UCONCRETE ENCASED ROAD CROSSING TRENCH DETAIL
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NOT TO SCALE
AutoCAD SHX Text EXTEND THE EXISTING STORM AND SANITARY LINES APPROXIMATELY 6 FEET DOWNHILL PAST THE TRENCH FOR THE NEW CABLES AFTER THE CABLES, CONDUIT, AND CONCRETE HAVE BEEN INSTALLED. MAINTAIN SLOPE OF DRAINPIPES.
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%%UPIPE CROSSING TRENCH DETAIL
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NOT TO SCALE
| Sheets and Views |
| Eisenhower Lock 13_KV Cable Replacement Drawings-Cover Sheet |
| Eisenhower Lock 13_KV Cable Replacement Drawings-Vicinity Map |
| Eisenhower Lock 13_KV Cable Replacement Drawings-Site Plan |
| Eisenhower Lock 13_KV Cable Replacement Drawings-Site Utilities |
| Eisenhower Lock 13_KV Cable Replacement Drawings-Electrical Details |
File details come from the government source that posted it. Updated .