Attachment 17 - Replacement Drawing S-132 Pedestrian Rail Detail 1 in Attachment 2.pdf

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END OF CONG. ON RETAINING WALLS

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10 SPA @6½" = 5'-5"

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CONCRETE PEDESTAL FOR PEDESTRIAN

RAILING POST FOUNDED IN THE GROUND

CONCRETE PEDESTAL IS 10" MINIMUM DIAMETER

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ELEVATION

BALUSTERS NORMAL TO GRADE.

TOP & BOTTOM RAILS PARALLEL TO GRADE.

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BALUSTER {TYP.)

(1"0 SCH. 40 PIPE)

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(2½"0 SCH. 40 PIPE)

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-133

NOTES

1. MATERIALS FOR PEDESTRIAN SHALL MEET THE FOLLOWING REQUIREMENTS:

RAILS &

BALUSTERS

ALUMINUM ASTM B221-6005-T5, 6605A-T5

OR ASTM B241-6061-T6

ANCHOR BOLTS STEEL ASTM A307 GR. A

NUTS

WASHERS

STEEL ASTM A563

STEEL ASTM F436

2. ALL STEEL COMPONENTS FOR PEDESTRIAN RAILING SHALL BE GALVANIZED IN

ACCORDANCE WITH ASTM A153.

3. SHOP DRAWINGS OF RAILING SHALL BE SUBMITTED FOR APPROVAL SHOWING

COMPLETE DIMENSIONS AND DETAILS OF FABRICATION AND INCLUDING AN

ERECTION DIAGRAM. MATERIAL SPECIFICATIONS SHALL BE PROVIDED IN THE

SHOP DRAWINGS FOR ALL COMPONENTS.

4. CUTTING SHALL BE DONE BY SAWING OR MILLING AND ALL CUTS SHALL BE

TRUE AND SMOOTH. FLAME CUTTING WILL NOT BE PERMITTED.

5. WELDING OF ALUMINUM SHALL CONFORM TO WADOT STD SPEC 9-28.14(3).

6. PIPE RAILING, PIPE BALUSTERS AND PIPE RAILING SPLICES SHALL BE

ADEQUATELY WRAPPED TO INSURE SURFACE PROTECTION DURING HANDLING

AND TRANSPORTATION TO THE JOB SITE.

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