Caltrans Retaining Wall Gutter

Retaining wall type 1 case 2 b3 1b. Attachment point at back of retaining wall. The division of engineering services des is the lead project delivery organization for the design construction and oversight of bridge and other transportation structures.

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Caltrans retaining wall gutter.

Stem haunch detail 1 0 department of transportation county route post miles total project sheet. Provide thimbles at all cable loops. Non gravity cantilever retaining walls. Retaining wall 11 d e s i g n e h design conditions.

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. Retaining wall type 1 case 1 b3 1a. State of california department of transportation no scale notes. 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 non standard design january 2020. Existing wall without gutter retaining wall with gutter retaining wall with gutter elevation pcc ƒ 3. 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. Add to collection the caltransb3retainingwall subassembly inserts links to create a retaining wall based on caltrans standard plan b3 3 retaining wall.

Visit caltrans regional twitter pages for the latest state highway system information in your area. You should verify that the dimensions used match your interpretation of the standard plan. In layout mode the subassembly draws the curbs based on the caltrans standard plan for curbs. Is incapable of supporting bearing stress listed in the table.

Mechanically stabilized embankments caltrans pre designed pdf june 2017. Post pockets to be centered in top of wall. Special footing design is required where foundation material design h may be exceeded by 6 before going to the next size. Point link and shape codes.

Typical end spans braced in both directions shall be constructed 10. Gutter and inlet depressions. Inlet depressions concrete shoulders. This subassembly is intended to provide a way to model curbs and gutters.

Visit caltrans regional twitter pages for the latest state highway system information in your area. Cable shall not be spliced between intermediate turnbuckles top of retaining wall. The the points link and shape codes for this subassembly that have codes assigned to them. Retaining wall type 1 case 3.

Earth retaining systems. Masonry block sound wall on retaining wall details no 2. Conventional retaining walls pdf april 2016.

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