SLS-326-308_review set.pdf
PDF 1 MB Posted
- Attached to
- Eisenhower Lock Highway Tunnel Repair
- Solicitation number
- 6923G523Q1367
About this file
This package includes construction drawings and specifications for repair work at the Eisenhower Lock Highway Tunnel. The drawings depict proposed concrete patching and repairs to pavement and drainage gratings within the tunnel. Notes provide requirements for saw cutting, concrete removal, reinforcement installation, new concrete mix design and placement, steel angle straightening and infill, grating leveling, coatings, and finishes. Section and detail views further illustrate the scope of repairs to the pavement and installation of galvanized steel angles to support replaced gratings.
The related federal contract opportunity is a solicitation from the Department of Transportation Saint Lawrence Seaway Development Corporation for repair of the Eisenhower Lock Highway Tunnel pavement and gratings. The solicitation number is 6923G523Q1367 and is titled "Eisenhower Lock Highway Tunnel Repair". The package contains the technical requirements for the repair work but does not include any pricing, response date, or other solicitation details.
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Other files
| File | Type | Posted |
|---|---|---|
| 6923G523Q1367A00001.pdf | ||
| RFQ 6923G523Q1367.pdf | ||
| Davis-Bacon Act WD NY20230009 (1).pdf | ||
| Past Performance Questinnaire (PPQ).pdf |
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GREAT LAKES ST. LAWRENCE SEAWAY
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DWG. NO.
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OF
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SHEET
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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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BY
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SLS-326-308/1
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HIGHWAY TUNNEL
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EISENHOWER LOCK
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PAVEMENT AND GRATING REPAIR
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COVER SHEET
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AutoCAD SHX Text UNITED STATES DEPARTMENT OF TRANSPORTATION GREAT LAKES ST. LAWRENCE SEAWAY DEVELOPMENT CORPORATION
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EISENHOWER LOCK HIGHWAY TUNNEL PAVEMENT AND GRATING REPAIR
DRAWING LIST SLS-326-308/1 COVER SHEET COVER SHEET SLS-326-308/2 VICINITY & LOCALITY MAPS VICINITY & LOCALITY MAPS SLS-326-308/3 PLAN & NOTES PLAN & NOTES SLS-326-304/4 SECTIONS AND DETIALSSECTIONS AND DETIALS
GREAT LAKES ST. LAWRENCE SEAWAY
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SLS-326-308/2
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HIGHWAY TUNNEL
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EISENHOWER LOCK
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PAVEMENT AND GRATING REPAIR
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VICINITY & LOCALITY MAPS
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EISENHOWER LOCK
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BARNHART ISLAND ROAD TO
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ST. LAWRENCE/FDR POWER PROJECT
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TO ROUTE NO. 37
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BARNHART ISLAND ROAD
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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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OGDENSBURG
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WORK SITE
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TUPPER LAKE
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ROUSES PT.
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INTERNATIONAL BOUNDARY
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ONTARIO
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ROCHESTER
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ALBANY
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MASSENA
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ST. LAWRENCE RIVER
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WATERTOWN
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HIGHWAY TUNNEL
SIDEWALK
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GREAT LAKES ST. LAWRENCE SEAWAY
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DWG. NO.
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OF
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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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DESIGNED:
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SLS-326-308/3
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HIGHWAY TUNNEL
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EISENHOWER LOCK
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PAVEMENT AND GRATING REPAIR
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PLAN AND NOTES
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DATE:
AutoCAD SHX Text 01/24/23
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AS SHOWN
AutoCAD SHX Text NOTES: 1. SAW-CUT PATCH BOUNDARIES IN EXISTING CONCRETE. THE EPOXY-COATED REINFORCING IS ABOUT 2" DOWN, SO SAW CUT ABOUT 1"-1 " DEEP THEN CAREFULLY CHIP OUT EXISTING CONCRETE. CONTINUE CONCRETE REMOVAL UNTIL SOUND 12" DEEP THEN CAREFULLY CHIP OUT EXISTING CONCRETE. CONTINUE CONCRETE REMOVAL UNTIL SOUND CONCRETE IS REACHED. ENSURE SURFACE IS CLEAN OF DEBRIS AND LOOSE MATERIAL PRIOR TO PLACEMENT OF NEW CONCRETE. PLACE NEW REINFORCING BAR AS NOTED ABOVE. #6 GRADE 60 EPOXY COATED BAR AT 12" O.C. EACH WAY WITH A MINIMUM 2" OF COVER. DRILL AND EPOXY NEW REINFORCING BAR A MINIMUM OF 6" INTO ADJACENT UNDISTURBED CONCRETE AREAS. 2. EXISTING REINFORCING BAR SHALL BE REMOVED AND DISPOSED OF OFF SITE. 3. INSTALL NEW CONCRETE IN THE LOCATIONS SHOWN ABOVE. CONCRETE SHALL BE CAST IN PLACE CONCRETE WITH A WATER/CEMENT RATIO NO GREATER THAN 0.45 AND A 28-DAY COMPRESSIVE STRENGTH MINIMUM OF 5000 PSI. CONTRACTOR SHALL SUBMIT CONCRETE DESIGN FOR APPROVAL BY OWNER PRIOR TO INSTALLATION. CONCRETE SHALL BE VIBRATED DURING PLACEMENT AS NECESSARY TO ENSURE NO VOID SPACES IN AND AROUND THE STEEL. 4. UTILIZE EXISTING GRATING AS SHOWN. GRATINGS SHALL FIT SNUGLY WIDTH-WISE (NORTH-SOUTH) INTO FRAME OPENING NOMINAL WIDTH, OR WITH A TOTAL GAP BETWEEN THE EDGE OF THE GRATING AND THE BACK OF THE SEAT ANGLE FLANGE NO MORE THAN INCH ( INCH ON EACH SIDE). THE GRATING WILL BE " NARROWER THAN THE NOMINAL 18 INCH ( INCH ON EACH SIDE). THE GRATING WILL BE " NARROWER THAN THE NOMINAL 116 INCH ON EACH SIDE). THE GRATING WILL BE " NARROWER THAN THE NOMINAL 18" NARROWER THAN THE NOMINAL 2'-3 "FRAME OPENING WIDTH. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK. IF ANY DISCREPANCIES ARISE 14"FRAME OPENING WIDTH. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK. IF ANY DISCREPANCIES ARISE THEY SHALL BE BROUGHT TO GLS ATTENTION. 5. WHEREVER THE FRAME OPENING WIDTH IS OUTSIDE THE NOMINAL 2'-3 " WIDTH, STRAIGHTEN OR INFILL THE SEAT 14" WIDTH, STRAIGHTEN OR INFILL THE SEAT ANGLE TO MEET THE NOMINAL WIDTH. WHEREVER FEASIBLE, BEND OR BEAT THE SEAT ANGLE BACK FLANGE INTO ALIGNMENT. DO NOT USE HEAT. WHERE INFILL IS NEEDED USE 1" TO 2" WIDE STEEL STRIP OF SUITABLE THICKNESS (MOST LIKELY BETWEEN " AND " WILL BE NEEDED) AS SHIM MATERIAL. USE ONE SHIM OF THE REQUIRED THICKNESS 14" AND " WILL BE NEEDED) AS SHIM MATERIAL. USE ONE SHIM OF THE REQUIRED THICKNESS 116" WILL BE NEEDED) AS SHIM MATERIAL. USE ONE SHIM OF THE REQUIRED THICKNESS RATHER THAN MULTIPLE LAYERS OF THINNER PIECES TO FILL THE GAP. THIS MAY REQUIRE DIFFERENT THICKNESSES END TO END AS THE GAP TAPERS OUT. SHIM THE ENTIRE LENGTH OF THE INFILL AREA UNTIL " GAP OUTSIDE THE NOMINAL 116" GAP OUTSIDE THE NOMINAL IS REACHED. WELD THE SHIM TO THE ANGLE BACK FLANGE WITH 2" STITCH WELDS SPACED AT 2" ALONG ONE EDGE. WELD IN ACCORDANCE WITH AWS D1.1 REQUIREMENTS. 6. WHEREVER THE GRATING IS MORE THAN 1/8" BELOW EXISTING CONCRETE GRADE (ON THE NORTH OR SOUTH SIDE), USE STEEL SHIMS OF VARYING THICKNESS TO APPROPRIATELY LEVEL THE GRATING. SHIMS SHALL NOT EXCEED THE BOTTOM FLANGE WIDTH OF THE SEAT ANGLE. USE ONE SHIM OF THE REQUIRED THICKNESS RATHER THAN MULTIPLE LAYERS OF THINNER PIECES. ONCE THE GRATING IS LEVELED, WELD THE SHIM TO THE ANGLE BOTTOM FLANGE WITH 2" STITCH WELDS SPACED AT 2" ALONG ONE EDGE. WELD IN ACCORDANCE WITH AWS D1.1 REQUIREMENTS. 7. ALL STEEL ANGLES, SHIMS, AND SPACERS SHALL BE ASTM A36 STEEL. ALL STEEL SHALL BE MADE IN THE USA. 8. ALL STEEL ANGLES SHALL BE HOT DIPPED GALVANIZED. HOT DIP GALVANIZING SHALL CONFORM TO ASTM A123/123M FOR FABRICATED PRODUCTS AND A153/153M FOR HARDWARE. 9. CONTRACTOR SHALL PRESERVE ALL EXISTING ROAD PITCH AND GRADING. 10. CONTRACTOR SHALL FINISH THE CONCRETE SURFACE WITH GROOVING IN KIND TO MATCH THE EXISTING GROOVING. 11. CONTRACTOR SHALL RE-PAINT CENTERLINE MARKINGS AND ALL OTHER EXISTING ROAD MARKINGS DISTURBED DURING CONSTRUCTION.
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DMD
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PAVEMENT PATCH PLAN SCALE "=1'-0"38"=1'-0"=1'-0"
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EXISTING LONGITUDINAL CENTERLINE JOINT
AutoCAD SHX Text DRAINAGE TRENCH WITH GRATING. EXISTING GRATING TO BE REUSED AND SHALL MATCH EXISTING ORIENTATION. EXISTING GRATING IS 2 " THICK.12" THICK.
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CURB
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CURB
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EXISTING TRANSVERSE JOINT
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AKC
AutoCAD SHX Text SAW-CUT NEW PATCH BOUNDARIES ALONG EXISTING TRANSVERSE JOINT FOR THE ENTIRE WIDTH OF BOTH TRAVEL LANES. SEE NOTE 1
AutoCAD SHX Text SOUTH SIDE CONCRETE REPAIR PATCH AREA. BULKHEAD PATCH AT CENTER JOINT LANE BOUNDARY WITH "- " JOINT 38"- " JOINT 12" JOINT MATERIAL TO MATCH EXISTING IN LONGITUDINAL JOINT.
AutoCAD SHX Text NORTH SIDE CONCRETE REPAIR PATCH AREA. BULKHEAD PATCH AT CENTER JOINT LANE BOUNDARY WITH "- " JOINT 38"- " JOINT 12" JOINT MATERIAL TO MATCH EXISTING IN LONGITUDINAL JOINT.
AutoCAD SHX Text PLACE NEW #6 GRADE 60 EPOXY COATED REINFORCING BAR AT 12" O.C. EACH WAY WITH A MINIMUM 2" OF COVER. DRILL AND EPOXY A MINIMUM OF 6" INTO ADJACENT UNDISTURBED CONCRETE AREAS.
PLACE NEW #6 GRADE 60 EPOXY COATED REINFORCING BAR AT 12" O.C. EACH WAY WITH A MINIMUM 2" OF COVER. DRILL AND EPOXY A MINIMUM OF 6" INTO ADJACENT UNDISTURBED CONCRETE AREAS.
ESTCODE
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GREAT LAKES ST. LAWRENCE SEAWAY
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DWG. NO.
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OF
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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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DESIGNED:
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SCALE:
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COORDINATED:
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REV.
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DATE
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DESCRIPTION
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BY
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SLS-326-308/4
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HIGHWAY TUNNEL
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EISENHOWER LOCK
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PAVEMENT AND GRATING REPAIR
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SECTIONS AND DETAILS
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DATE:
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AS SHOWN
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SECTION A-A - EXISTING CONDITIONS SCALE 1"=1'-0""=1'-0"
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SECTION A-A - PROPOSED REPAIRS SCALE 1"=1'-0"
AutoCAD SHX Text #6 GRADE 60 EPOXY COATED REINFORCING BAR SPACED AT 12" O.C. EACH WAY WITH MINIMUM 2" COVER. DRILL AND EPOXY REINFORCING BAR A MINIMUM OF 6" INTO ADJACENT UNDISTURBED CONCRETE AREAS.
AutoCAD SHX Text NEW CONCRETE PATCH, 4" THICK x 15'-10" WIDE
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NOMINAL REINFORCING COVER (TYPICAL)
AutoCAD SHX Text L3x2 x SEAT ANGLE BACK FLANGE 12x SEAT ANGLE BACK FLANGE 12 SEAT ANGLE BACK FLANGE (GALVANIZED). THE TOP OF THIS ANGLE SHALL MATCH THE ELEVATION OF THE EXISTING ANGLE ON THE NORTH SIDE OF THE GRATING.
AutoCAD SHX Text SAW-CUT PATCH BOUNDARY IN EXISTING CONCRETE PAVING AT TRANSVERSE JOINT. SEE NOTE 1
AutoCAD SHX Text L8x6x STEEL ANGLE 12 STEEL ANGLE (GALVANIZED)
AutoCAD SHX Text DRILL STEEL ANCHOR BOLTS WITH 6" (MIN.) EMBEDMENT INTO SOUND CONCRETE. ANCHOR BOLTS SHALL BE HILTI KH-EZ CRC SCREW ANCHORS OR APPROVED EQUAL, AND SHALL BE PLACED APPROX. 2" FROM THE BOTTOM OF THE ANGLE AND SPACED 18" (MIN.) ON CENTER ALONG THE ENTIRE LENGTH OF THE ANGLE.
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STEEL SHIMS SHALL BE USED BENEATH GRATING AS NEEDED FOR LEVELING. SEE NOTE 6.
AutoCAD SHX Text THE LOCATION OF THIS ANGLE (NORTH TO SOUTH) SHALL BE FIELD ADJUSTED TO THE GRATING WIDTH WITH APPROPRIATE GAPS AS SPECIFIED IN NOTE 5, THEN WELDED IN PLACE TO THE L8x6x STEEL ANGLE.12 STEEL ANGLE.
AutoCAD SHX Text SAW CUT & CHIP OUT ADDITIONAL CONCRETE APPROX. 3" DEEP x 2'-0" WIDE TO ALLOW NEW CONCRETE TO FLOW INTO THE STEEL ANGLE.
AutoCAD SHX Text NEW CONCRETE PATCH, 4" THICK x 5'-0" WIDE
AutoCAD SHX Text L3x2 x SEAT ANGLE BACK FLANGE 12x SEAT ANGLE BACK FLANGE 12 SEAT ANGLE BACK FLANGE (GALVANIZED). THE TOP OF THIS ANGLE SHALL MATCH THE ELEVATION OF THE EXISTING ANGLE ON THE SOUTH SIDE OF THE GRATING.
AutoCAD SHX Text THE LOCATION OF THIS ANGLE (NORTH TO SOUTH) SHALL BE FIELD ADJUSTED TO THE GRATING WIDTH WITH APPROPRIATE GAPS AS SPECIFIED IN NOTE 5, THEN WELDED IN PLACE TO THE L8x6x STEEL ANGLE.12 STEEL ANGLE.
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STEEL SHIMS SHALL BE USED BENEATH GRATING AS NEEDED FOR LEVELING. SEE NOTE 6.
AutoCAD SHX Text 316"
AutoCAD SHX Text L8x6x STEEL ANGLE 12 STEEL ANGLE (GALVANIZED)
AutoCAD SHX Text #6 GRADE 60 EPOXY COATED REINFORCING BAR SPACED AT 12" O.C. EACH WAY WITH MINIMUM 2" COVER. DRILL AND EPOXY REINFORCING BAR A MINIMUM OF 6" INTO ADJACENT UNDISTURBED CONCRETE AREAS.
AutoCAD SHX Text NOTES: : 1. CONTRACTOR SHALL PRESERVE ALL EXISTING ROAD PITCH AND GRADING. 2. CONTRACTOR SHALL FINISH THE CONCRETE SURFACE WITH GROOVING IN KIND TO MATCH THE EXISTING GROOVING. 3. CONTRACTOR SHALL RE-PAINT CENTERLINE MARKINGS AND ALL OTHER ROAD MARKINGS DISTURBED DURING CONSTRUCTION.
AutoCAD SHX Text SAW-CUT PATCH BOUNDARY IN EXISTING CONCRETE PAVING AT TRANSVERSE JOINT. SEE NOTE 1
AutoCAD SHX Text SAW CUT & CHIP OUT ADDITIONAL CONCRETE APPROX. 3" DEEP x 2'-0" WIDE TO ALLOW NEW CONCRETE TO FLOW INTO THE STEEL ANGLE.
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NOMINAL SPAN
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EPOXY-COATED REMESH
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GRATING SEAT ANGLE-3" HIGH X 2 " WIDE12" WIDE
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GRATING
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EPOXY-COATED REBAR
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CONCRETE
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CONVENTIONAL REBAR
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CONCRETE PAVING
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CONCRETE
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STONE
NOMINAL CONCRETE PAVING DEPTH (TYPICAL)
| SLS-326-308-SLS-326-308_1.pdf |
| Sheets and Views |
| SLS-326-308_1 |
| SLS-326-308-SLS-326-308_2.pdf |
| Sheets and Views |
| SLS-326-308_2 |
| SLS-326-308-SLS-326-308_3.pdf |
| Sheets and Views |
| SLS-326-308_3 |
| SLS-326-308-SLS-326-308_4.pdf |
| Sheets and Views |
| SLS-326-308_4 |
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