Sheet_CT3_5_-_Abutment_and_Mooring_Details_0006.pdf
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- Solicitation number
- 140P2024R0048
About this file
The document provided is a set of construction documents, specifically detailing the abutment and mooring requirements for the Sleeping Bear Dunes National Lakeshore Facility Rehabilitation on the Manitou Islands project. The key details include:
The project involves the construction of concrete dock abutments with precast planks, single point moorings with 24-inch white hard shell buoys, and armor stone revetment. The work includes installing 12-inch pipe piles, both vertical and battered, to support the abutment and mooring system. The document provides detailed specifications for the mooring components, abutment design, and scour stone placement. The related federal contract opportunity is for the comprehensive facility rehabilitation on the Manitou Islands, with a solicitation number of 140P2024R0048 and a contract ID of 76abf7126e434e48a6f1838779c1cf6c. The contracting agency is the Department of the Interior National Park Service National Office.
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SLEEPING BEAR DUNES NATIONAL LAKESHORE
FACILITY REHABILITATION
ON MANITOU ISLANDS
ABUTMENT & MOORING DETAILS
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7 " MIN12" MIN
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7 " MIN12" MIN
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SUB SHEET NO
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A/E FIRM
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PRIME:
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SUB:
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DRAWING NO.
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PMIS/PKG NO.
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SHEET
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OF
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TITLE OF SHEET
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DATE:
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DESIGNED:
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TECH. REVIEW:
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BRG
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MHO
AutoCAD SHX Text 5/10/2024
AutoCAD SHX Text 177759
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SLBE-318729
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AMI
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SUPERIOR, WI
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VHB
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WILLIAMSBURG, VA
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CONSTRUCTION DOCUMENTS
AutoCAD SHX Text 8/11/2023 2:04 PM Z:\2021\212085 NPS VHB Facility Rehab on Manitou Islands SLBE\8_NPS PROJECT CAD HERE\SLBE\318729\CT - MARINE STRUCTURAL\CT3.4 PRECAST DETAILS.dwg Z:\2021\212085 NPS VHB Facility Rehab on Manitou Islands SLBE\8_NPS PROJECT CAD HERE\SLBE\318729\CT - MARINE STRUCTURAL\CT3.4 PRECAST DETAILS.dwgZ:\2021\212085 NPS VHB Facility Rehab on Manitou Islands SLBE\8_NPS PROJECT CAD HERE\SLBE\318729\CT - MARINE STRUCTURAL\CT3.4 PRECAST DETAILS.dwg
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WPK
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POLYESTER COVER/NYLON CORE DOUBLE-BRAIDED PENNANT 15' LONG WITH FLOAT
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CT3.5
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CT3.5
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SINGLE POINT MOORING DETAIL
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AutoCAD SHX Text 24" WHITE HARD SHELL MOORING BUOY WITH UV PROTECTION AND 240lb BUOYANCY
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58" HOT DIPPED GALVANIZED CHAIN GRADE 30, 40 OR 43, MID LINK 25' IN LENGTH
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3,000 POUND MINIMUM ANCHOR WITH 1" MINIMUM HOT DIPPED GALVANIZED SHACKLE
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GALVANIZED SHACKLE WITH SCREW PIN
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PRECAST PLANK, SEE PLAN
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CT3.5
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ABUTMENT DETAIL
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CONT. 2" X 1/8" THICK KOROLATH BRG STRIP
AutoCAD SHX Text #4 DOWEL AT 48" OC MAX (MIN 3 DOWELS) DRILL THRU PLANK INTO ABUTMENT AND GROUT SOLID
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ABUTMENT
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NON-SHRINK GROUT
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JOINT SEALANT
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CT3.5
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ABUTMENT SECTION
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(2) 12" PILES X 45'
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(2) 12" BATTEREDPILES X 45'
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5% SLOPE
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CIP CONCRETE ABUTMENT TO MATCH DOCK WIDTH
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#4 AT 12" OC, MAX
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#4 AT 12" OC, MAX
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PRECAST PLANK, SEE PLAN
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CT3.5
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ABUTMENT SCOUR STONE SECTION
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AutoCAD SHX Text 1" = 2'-0"
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CT3.5
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ABUTMENT SCOUR STONE PLANVIEW
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AutoCAD SHX Text 1" = 5'-0"
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ARMOR STONE APPROX. TOP ELEV, = 582.1 FT
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1 LAYER OF 12"-18" FILTER STONE
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TOE IN STONE BELOW ELEVATION 577.0 FT
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1 LAYER OF 4"-6" BEDDING STONE
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ABUTMENT PILING
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HIGH STRENGTH NON-WOVEN GEOTEXTILE
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2 TON TOE STONE
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1-2 TON ARMOR STONES
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CONCRETE DOCK ABUTMENT
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INSITU SAND
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INSITU SAND
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CONCRETE DOCK ABUTMENT
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67% SLOPE
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EXTENDED REVETMENT FOR NORTH MANITOU ISLAND
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EXTENTS OF REVETMENT
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SOUTH MANITOU ISLAND REVETMENT RETURN
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NEW DOCK DIRECTION
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2 LAYERS OF ARMOR STONE
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MOORING NUMBER & VESSEL SIZE
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HEAVY DUTY GALVANIZED STAINLESS STEEL THIMBLE
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2" BLUE BAND
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1. EXISTING HISTORICAL PILING AND STRUCTURES MAY EXISTING HISTORICAL PILING AND STRUCTURES MAY BE ENCOUNTERED AT ABUTMENT LOCATIONS. REMOVE AS REQUIRED FOR CONSTRUCTION.
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TYP
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TYP
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#4 HOOKS WELDED TO PILES
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#4 AT 12" OC
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12" PIPE PILE
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12" BATTEREDPIPE PILE
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CONCRETE DOCK ABUTMENT
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CT3.5
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ABUTMENT PILE LAYOUT
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AutoCAD SHX Text 1" = 4'-0"
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INSITU SAND (ARMOR STONES NOT SHOWN FOR CLARITY)
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| Sheets and Views |
| CT3.4 PRECAST DETAILS-CT3.5 |
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