Attachment - Drawings - A100.pdf

PDF 599 KB Posted Apr 13, 2021

Attached to: FY21 Dock Repair - Apostle Islands
Solicitation number: 140P6421R0011
Issued by: Department of the Interior National Park Service Midwest Region

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Written by GovTribe AI · Dec 28, 2023

This document package includes drawings and specifications for the repair of the Sand Island East Bay dock at Apostle Islands National Lakeshore. The contractor shall provide all labor, materials, equipment, supervision, and other resources necessary to complete the dock repair work as specified. This includes installing new sheet piling as close to the existing bin wall as possible; maintaining the existing dock elevation with a new concrete cap; adding stone fill, tie rods, and other structural elements; and modifying the existing structure as needed. The contractor must follow all technical requirements for concrete, reinforcing steel, structural steel, welding, and other construction elements as outlined in the specifications. The solicitation number for this opportunity is 140P6421R0011 and is being issued by the National Park Service Midwest Region for the Department of the Interior. The selected contractor will be expected to complete the dock rehabilitation work at Apostle Islands National Lakeshore.

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Other files

File	Type	Posted
Sol_140P6421R0011_Amd_0003.pdf	PDF	May 19, 2021
Sol_140P6421R0011_Amd_0002.pdf	PDF	May 13, 2021
Questions and Answers_0002.pdf	PDF	May 13, 2021
Attachment - Wage Determination - 4-9-21.pdf	PDF	Apr 13, 2021
Attachment - Technical Questionnaire.pdf	PDF	Apr 13, 2021
Attachment - Specifications.pdf	PDF	Apr 13, 2021
Attachment - Bid Schedule.xlsx	XLSX spreadsheet	Apr 13, 2021
Attachment - Past Performance Questionnaire.pdf	PDF	Apr 13, 2021
Attachment - Notice to Contractors.pdf	PDF	Apr 13, 2021
Sol_140P6421R0011.pdf	PDF	Apr 13, 2021
Attachment - COVID-19 Mask Policy.pdf	PDF	Apr 13, 2021

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INSTALL SHEET PILING AS CLOSE TO THE EXISTING BIN WALL STRUCTURE AS POSSIBLE.

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PROVIDE 2 ROWS OF 2 TON ARMOUR STONE UNDER THE CONNECTION TO THE EXISTING DOCK.

AutoCAD SHX Text EXISTING BIN WALL STRUCTURE TO REMAIN TO THE EXTENT POSSIBLE. THE EXISTING DOCK SURFACE ELEVATION SHALL BE MAINTAINED AS THE NEW DOCK ELEVATION. MODIFY THE EXISTING BIN WALL DOCK STRUCTURE AS REQUIRED TO MAINTAIN THE SAME ELEVATION. TYPICAL THROUGHOUT.

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PZ22 SHEET PILING TYPICAL AS SHOWN

AutoCAD SHX Text CONNECTION TO EXISTING DOCK, PROVIDE RUBBER EXPANSION JOINT BETWEEN NEW CONCRETE CAP AND EXISTING DOCK

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NEW CONCRETE CAP

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38" BENT PLATE SHEET PILE CAP, TYPICAL

AutoCAD SHX Text 3x12 FENDER DETAILED AS SHOWN IN DETAIL 5, TYPICAL

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AutoCAD SHX Text A100

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AutoCAD SHX Text A100

AutoCAD SHX Text CAST-IN-PLACE CONCRETE 1. ALL CONCRETE WORK SHALL CONFORM TO ACI ALL CONCRETE WORK SHALL CONFORM TO ACI 318, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 4301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS 2. CONCRETE SHALL BE 4000 PSI CONCRETE AT 28 CONCRETE SHALL BE 4000 PSI CONCRETE AT 28 DAYS OF CURE 3. ALL REINFORCING STEEL SHALL BE IN ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615, GRADE 60 (FY=60,000 psi) 4. THE CONCRETE SLAB SHALL BE CUT WITH A " THE CONCRETE SLAB SHALL BE CUT WITH A " 14" WIDE X 2" DEEP SAW CUT, CONTRACTOR SHALL SUBMIT A PROPOSED JOINT PLAN, ALL JOINTS SHALL BE FILLED WITH SELF LEVELING SEALANT STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A992, Fy=50ksi, EXCEPT FOR ANGLES CHANNEL AND PLATE WHICH SHALL CONFORM TO ASTM A36, Fy-36ksi. 2. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM ALL ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 OR GRADE 36 3. ALL STEEL SHEET PILING SHALL be ASTM A572, ALL STEEL SHEET PILING SHALL be ASTM A572, GRADE 50 4. SHOP AND FIELD CONNECTIONS SHALL BE MADE SHOP AND FIELD CONNECTIONS SHALL BE MADE BY WELDING OF HIGH STRENGTH BOLTING, BOLTED , BOLTED CONNECTIONS SHALL CONFORM TO ASTMA325-X 5. WELDED CONNECTIONS SHALL CONFORM TO THE AWS WELDED CONNECTIONS SHALL CONFORM TO THE AWS STRUCTURAL WELDING CODE. ALL WELDING SHALL HAVE A MINIMUM TENSILE STRENGTH OF 70KSI (E70 ELECTRODE) USING THE SHIELD METAL ARC WELDING PROCESS AND IN ACCORDANCE WITH AWS SPECIFICATIONS. ANY OTHER SIZE OF ELECTRODE OR AND OTHER TYPE OF WELDING PROCESS MUST BE APPROVED PRIOR TO INSTALLATION.

AutoCAD SHX Text NEW 8" THICK CONCRETE CAP, #5 BAR AT 12" ON CENTER BOTH DIRECTIONS, CAP SHALL HAVE 1" CROWN IN THE MIDDLE. EXISTING CONCRETE CAP SHALL BE BROKEN UP AS APPROPRIATE AND PLACED INSIDE EXISTING BIN WALL SECTIONS AS FILL.

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PZ22 SHEET PILING, PLACED A MINIMUM OF 6' BELOW LAKE BOTTOM

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EXISTING FILL TO REMAIN

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APPROXIMATE WATER LINE E.L 603.41

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LAKE BOTTOM, DEPTH VARIES

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1.5" THREADED STEEL TIE RODS PLACED EVERY 7'-4"

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38" BENT PLATE SHEET PILE CAP, TYPICAL

AutoCAD SHX Text PROVIDE NEW 6-8" COBBLE STONE FILL TO UNDERSIDE OF CONCRETE CAP. PROVIDE ADDITIONAL SMALL BASE FILL DIRECTLY UNDER CONCRETE CAP AS REQUIRED FOR PLACEMENT OF CONCRETE.

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1.5" A307 THREADED STEEL ROD, TYPICAL

AutoCAD SHX Text 6"x12"X " STEEL PLATE, TYPICAL34" STEEL PLATE, TYPICAL

AutoCAD SHX Text 2"x2"x " STEEL PLATE, TYPICAL14" STEEL PLATE, TYPICAL

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1" HOLE A-325 BOLTS TYPICAL

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2" PIPE SEPARATOR. " BOLT, 1" HOLE, TYPICAL34" BOLT, 1" HOLE, TYPICAL

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AutoCAD SHX Text A100

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AutoCAD SHX Text A100

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38" THICK BENT PLATE SHEET PILE CAP, TYPICAL

AutoCAD SHX Text 3x12 TREATED WOOD FENDER WITH COUNTER SUNK ATTACHMENT

AutoCAD SHX Text STEEL SHIMS AS REQUIRED, WELDED TOP AND BOTTOM CONTINUOUSLY WHERE IT CONTACTS SHEET PILE

AutoCAD SHX Text 2"x12"X " STEEL PLATE WITH STEEL STUDS AT 44" ON CENTER, WELDED TO STEEL SHIMS38" STEEL PLATE WITH STEEL STUDS AT 44" ON CENTER, WELDED TO STEEL SHIMS

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RUBBER EXPANSION JOINT

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1.5" A307 THREADED STEEL ROD

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C6X10.5 CHANNEL TOP AND BOTTOM

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HEAVY HEX HEAD NUTS

AutoCAD SHX Text 6"x6"x " STEEL PLATE WITH 1-5/8" HOLE34" STEEL PLATE WITH 1-5/8" HOLE

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2" PIPE SEPARATOR TYPICAL

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DEPARTMENT OF THE INTERIOR

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DATE

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PREPARED

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DESIGNED

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DRAWN

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DRAWING NO.

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REGIONAL DIRECTOR'S OFFICE

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NATIONAL PARK SERVICE

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UNITED STATES

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SHEET

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BJN

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BJN

AutoCAD SHX Text 1/12/21

AutoCAD SHX Text A100

AutoCAD SHX Text 80068

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APOSTLE ISLANDS NATIONAL LAKESHORE

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SAND ISLAND EAST BAY DOCK PMIS 280452

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DOCK REHABILITATION PLAN VIEW

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DOCK SHEET PILING

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SHEET PILING SECTION TYPICAL

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SHEET PILING STRUCTURAL DETAILING

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FENDER DETAIL

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TIE ROD DETAIL

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AutoCAD SHX Text A100

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SCALE " = 1'18" = 1'

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SCALE " = 1'18" = 1'

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SCALE 1/2" = 1'

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SCALE 1/2" = 1'

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SCALE 1" = 1'

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SCALE 1" = 1'

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Architectural Title Block

File details come from the government source that posted it. Updated Apr 13, 2021.