City Of Los Angeles Curb And Gutter Detail

Pardee city engineer office standard no.
City of los angeles curb and gutter detail. Typical details can be found in the. Where the curb face is 6 inches or less in height the invert of the outlet may be placed at the elevation of the gutter flow line and or a 3 inch pipe may be used. Manuals and standardsthe bureau of engineering offers access to specific data to citywide users. Extruded asphalt concrete ac curb.
Joints in concrete pavement. Alternate curb ramps merged curb ramp plans. Standard curb gutter s 0 002 u 19 standard curb gutter s p 0 020. City of los angeles lyall a.
Permits can therefore be issued much faster for structures such as swimming pools metal patio covers stairways signs etc. S4102 1 s4102 2 s4102 3 s4102 4. Alternate curb ramps merged grooved border curb ramp plans. Alternate curb ramps with constrained sidewalk widths.
The location and frequency of the curb extensions are to be based upon the recommendations of the traffic consultant and subject to county approval. Standard street crown sections. However please note that certain information may only be available to city employees. Standard curb ramps detectable warning layout details and notes.
Two 3 8 inch or larger diameter reinforcing bars 18 inches long shall be imbedded in the curb. Weakened plane joints in curb and gutter shall conform to standard specifications for public works construction subsection 303 5 4 3 c or shall be i 112 inch deep sakuts made within io to 24 hours arer concrete is placed and shall be placed at locations shown on the typical joint plan hereon and at regular intervals not exceeding 20 feet between returns. Standard curb ramp plans. Types of curb and gutter.
A similar set of charts numbered ll 12 to ll 15. Gutter shall have a maximum of 5 slope from flowline within w area with x area if provided to be used for transition to city standard curb and gutier slopes. The outlet invert shall be 1 2 inch above the gutter flow line. Standards plans are a time saving tool that is advantageous for structures that are built repeatedly where the design and construction are not expected to vary greatly from site to site the use of a standard plan greatly reduces the time required for plan check.
Ure 1 illustrates the details of catch basin openings of this type.