17B0007_R0005_Plan_Revisions_(2_of_2).pdf
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- Lake Washington Ship Canal Emergency Closure System (ECS) Crane Replacement, Seattle, WA
- Solicitation number
- W912DW-17-B-0007
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Solicitation Amendment 0005 (2 of 2)
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PHOTOS #10 & 11: RAIL DETAILS
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ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
INSTALL WITH HILTI HIT RE 500-SD EPOXY OR EQUAUL
EMBEDDED ANCHOR RODS WITH 8 INCH (MIN) EMBED.
5. UTILIZE 1/2 INCH DIAMETER 316 STAINLESS STEEL
SILVER IN COLOR.
CONNECTORS, AND FITTINGS SHALL BE ANODIZED
CONNECTORS SHALL BE STANDARD MATERIALS. ALL
TUBING WITH A 0.154" WALL THICKNESS.
4. RAIL SHALL BE CONSTRUCTED OF 2" NOMINAL ALUMINUM
SHOWN IN PHOTOS #10 & 11).
APPEARANCE TO THE EXISTING RAIL ON SITE (AS
3. RAIL INSTALLATION SHALL BE SIMILAR IN
BY ANCHOR BOLT MANUFACTURER).
(UNLESS GREATER EDGE CLEARANCE IS RECOMMENDED
AS SHOWN IN SHEET M-501, AND 6" IN FROM THE EDGE
2. RAIL TO BE INSTALLED PARALLEL TO THE WATERLINE
SHALL BE 6061-T6 ALUMINUM.
1. ALL RAIL, RAIL MOUNTING, AND FITTING MATERIAL
RAIL NOTES:
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IDENTIFICATION
SHEET
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®of Engineers
US Army Corps of Engineers
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DESIGN FILE: $$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
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R0005
R0005 REFERENCE DRAWING 44
| Plan Revisions - R0005 |
| PN444974_LWCR-A-502-SHEET-000 |
| Reference Drawing Revisions - R0005 |
| c-2-3-179 sht 34 |
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