Caltrans Retaining Wall Gutter

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. Stem haunch detail 1 0 department of transportation county route post miles total project sheet. Existing wall without gutter retaining wall with gutter retaining wall with gutter elevation pcc ƒ 3.

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Provide thimbles at all cable loops.

Caltrans retaining wall gutter.

Post pockets to be centered in top of wall. Masonry block sound wall on retaining wall details no 2. Is incapable of supporting bearing stress listed in the table. Inlet depressions concrete shoulders.

The division of engineering services des is the lead project delivery organization for the design construction and oversight of bridge and other transportation structures. 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. Visit caltrans regional twitter pages for the latest state highway system information in your area. Non gravity cantilever retaining walls.

Add to collection the caltransb3retainingwall subassembly inserts links to create a retaining wall based on caltrans standard plan b3 3 retaining wall. In layout mode the subassembly draws the curbs based on the caltrans standard plan for curbs. Visit caltrans regional twitter pages for the latest state highway system information in your area. Point link and shape codes.

Retaining wall type 1 case 2 b3 1b. Conventional retaining walls pdf april 2016. You should verify that the dimensions used match your interpretation of the standard plan. Attachment point at back of retaining wall.

Gutter and inlet depressions. Special footing design is required where foundation material design h may be exceeded by 6 before going to the next size. Earth retaining systems. Retaining wall type 1 case 1 b3 1a.

Retaining wall type 1 case 3. Cable shall not be spliced between intermediate turnbuckles top of retaining wall. Mechanically stabilized embankments caltrans pre designed pdf june 2017. This subassembly is intended to provide a way to model curbs and gutters.

Typical end spans braced in both directions shall be constructed 10. State of california department of transportation no scale notes. Mechanically stabilized embankments non standard design january 2020. The the points link and shape codes for this subassembly that have codes assigned to them.

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. 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. Retaining wall 11 d e s i g n e h design conditions.

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