City Of Los Angeles Standard Retaining Wall Detail

Plumbing plan check correction list for 2017 codes 422 kb view.

City of los angeles standard retaining wall detail.

Soil lateral loads labc 1610 1 general. If any information on any of the standard plans is not legible it is the user s responsibility to obtain a legible copy from the bureau of engineering vault located at. As a covered entity under title ii of the americans with disabilities act the city of los angeles does not discriminate on the basis of disability and upon request will provide reasonable accommodation to ensure equal access to its programs services and activities. City of los angeles electrical plan check correction list.

Each series contains several standard plans. Concrete block units to be staggered running bond. City of los angeles electrical plan check correction list. Residential code section r404 4 specifies that retaining walls shall be designed to ensure.

Concrete block units to have vertical continuity of the cells unobstructed. 1149 s broadway suite b 10 los angeles ca 90015 phone. 213 847 0700. Concrete block units to be standard 8 x8 x16 units conforming to ubc standard 21 4.

Concrete block retaining wall h 6 0 max b3761 1 b3761 2. Design of retaining walls as presented in this bulletin are in accordance with sections 1610 1 and 1807 2 of the city of los angeles building code labc. Multiple cover details for sanitary sewer manholes. Back to standard plans main index.

Disabled access standard details notes for commercial buildings. County of los angeles department of public works building and safety division based on the 2011 lacrc 1014 r404 4 article 1 10 25 12 page 1 of 7 design of retaining walls issue. Retaining or slough wall 4 foot high or less 178 kb view. Page 1 of 2 retaining or slough wall 4 0 high or less.

Concrete block units shall conform to astm c90. The height of a retaining wall is measured from grade on the lower side of the retaining wall to the top of the retaining wall exposed height e sdmc 113 0270 b 2. Metal bin type retaining wall. Concrete mix for footing to be 1 part cement to 2 5 parts sand to 3 5 parts gravel with a maximum of 7 5 gallons of water per sack of cement minimum f c 2 500 psi.

The standard plans are divided into several series. Lap all steel 16. Alternative design procedures justified in a geotechnical report may also be approved. Informational page for pre approved standard plans.

Acceptable engineering criteria for retaining wall design. 6 concrete block masonry wall detail 6 0 height maximum general specifications. Build safe well and fast with the city of los angeles department of building and safety.