Caltrans Retaining Wall Gutter

Mechanically stabilized embankments non standard design january 2020. Existing wall without gutter retaining wall with gutter retaining wall with gutter elevation pcc ƒ 3. You should verify that the dimensions used match your interpretation of the standard plan.

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Mechanically stabilized embankments caltrans pre designed pdf june 2017.

Caltrans retaining wall gutter.

The division of engineering services des is the lead project delivery organization for the design construction and oversight of bridge and other transportation structures. This subassembly is intended to provide a way to model curbs and gutters. Retaining wall 11 d e s i g n e h design conditions. Masonry block sound wall on retaining wall details no 2.

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. State of california department of transportation no scale notes. Attachment point at back of retaining wall. Retaining wall type 1 case 1 b3 1a.

Earth retaining systems. Inlet depressions concrete shoulders. Cable shall not be spliced between intermediate turnbuckles top of retaining wall. Visit caltrans regional twitter pages for the latest state highway system information in your area.

Add to collection the caltransb3retainingwall subassembly inserts links to create a retaining wall based on caltrans standard plan b3 3 retaining wall. Conventional retaining walls pdf april 2016. Visit caltrans regional twitter pages for the latest state highway system information in your area. In layout mode the subassembly draws the curbs based on the caltrans standard plan for curbs.

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. The the points link and shape codes for this subassembly that have codes assigned to them. Special footing design is required where foundation material design h may be exceeded by 6 before going to the next size. Retaining wall type 1 case 3.

Stem haunch detail 1 0 department of transportation county route post miles total project sheet. Retaining wall type 1 case 2 b3 1b. Gutter and inlet depressions. Post pockets to be centered in top of wall.

Typical end spans braced in both directions shall be constructed 10. Point link and shape codes. 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. Is incapable of supporting bearing stress listed in the table.

Provide thimbles at all cable loops. Non gravity cantilever retaining walls. 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.

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