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Cable shall not be spliced between intermediate turnbuckles top of retaining wall.
Caltrans retaining wall gutter. Visit caltrans regional twitter pages for the latest state highway system information in your area. Post pockets to be centered in top of wall. Provide thimbles at all cable loops. 2 4 9 4 8 5 8 min 3 0 9 3 0 2 0 3 0 min typ std typ 1 0 4 0 10 0 max 10 0 max 4 0 1.
In cooperation with the town of mammoth lakes district 9 developed funded and constructed a retaining wall curb gutter lighting and sidewalk on a portion of state route 203 main street between the old mammoth area and the mammoth village a heavily visited center for the town the eastern sierra and mammoth mountain ski area. Mechanically stabilized embankments caltrans pre designed pdf june 2017. Retaining wall type 1 case 3. Inlet depressions concrete shoulders.
Point link and shape codes. State of california department of transportation no scale notes. Retaining wall type 1 case 2 b3 1b. Add to collection the caltransb3retainingwall subassembly inserts links to create a retaining wall based on caltrans standard plan b3 3 retaining wall.
Special footing design is required where foundation material design h may be exceeded by 6 before going to the next size. This subassembly is intended to provide a way to model curbs and gutters. Xs15 130 1 dgn xs15 130 1 pdf xs15 130 user guide pdf masonry block sound wall w barrier on retaining wall details no 1. Mechanically stabilized embankments non standard design january 2020.
Retaining wall 11 d e s i g n e h design conditions. Gutter and inlet depressions. Cable railing 2 0 1 0 r e v i s e d s t a n d a r d p l a n r s p b 1 1 4 7 revised standard plan rsp b11 47. In layout mode the subassembly draws the curbs based on the caltrans standard plan for curbs.
You should verify that the dimensions used match your interpretation of the standard plan. Non gravity cantilever retaining walls. Retaining wall type 1 case 1 b3 1a. Conventional retaining walls pdf april 2016.
The the points link and shape codes for this subassembly that have codes assigned to them. Typical end spans braced in both directions shall be constructed 10. Is incapable of supporting bearing stress listed in the table. Attachment point at back of retaining wall.
Earth retaining systems. Visit caltrans regional twitter pages for the latest state highway system information in your area. Existing wall without gutter retaining wall with gutter retaining wall with gutter elevation pcc ƒ 3.
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