Caltrans Retaining Wall Gutter

Post pockets to be centered in top of wall. 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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Cable shall not be spliced between intermediate turnbuckles top of retaining wall.

Caltrans retaining wall gutter.

Conventional retaining walls pdf april 2016. 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. Retaining wall type 1 case 3.

Provide thimbles at all cable loops. Inlet depressions concrete shoulders. Mechanically stabilized embankments caltrans pre designed pdf june 2017. State of california department of transportation no scale notes.

Gutter and inlet depressions. Stem haunch detail 1 0 department of transportation county route post miles total project sheet. In layout mode the subassembly draws the curbs based on the caltrans standard plan for curbs. 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.

You should verify that the dimensions used match your interpretation of the standard plan. Visit caltrans regional twitter pages for the latest state highway system information in your area. 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. The the points link and shape codes for this subassembly that have codes assigned to them.

Masonry block sound wall on retaining wall details no 2. Is incapable of supporting bearing stress listed in the table. The division of engineering services des is the lead project delivery organization for the design construction and oversight of bridge and other transportation structures. Typical end spans braced in both directions shall be constructed 10.

This subassembly is intended to provide a way to model curbs and gutters. Retaining wall type 1 case 2 b3 1b. Retaining wall type 1 case 1 b3 1a. 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.

Attachment point at back of retaining wall. Non gravity cantilever retaining walls. Point link and shape codes. Special footing design is required where foundation material design h may be exceeded by 6 before going to the next size.

Earth retaining systems. Add to collection the caltransb3retainingwall subassembly inserts links to create a retaining wall based on caltrans standard plan b3 3 retaining wall. Retaining wall 11 d e s i g n e h design conditions.

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