Typical Concrete Retaining Wall Detail

The distance between support is about 2 3 h but should not be less than 2 5 m. Fairfax county typical retaining wall details concrete retaining walls general notes. Square prestressed concrete piles typical details and notes 20600.

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Typical retaining wall details based on the 2015 virginia residential code this design document applies to residential non tiered non stacked retaining walls with level backfill and no surcharge loading that retains no more than 4 feet of earth.

Typical concrete retaining wall detail.

A copy of these. Solid block wall section pdf dwg. 41 inch hollow core section pdf dwg. What is curing of concrete and different methods of curing.

Mse retaining wall systems temporary 6030. 10 types of retaining wall with full details. Reinforcing steel shall comply with astm a615 and shall have yield strength of 60 000 psi. Block setback options 5 degree batter pdf dwg.

Concrete strength al ൯ne for an 10 thick wall with 5 10 and 2 5 clear to strength steel will only reduce the nominal moment capacity of the secti對on from 136 68 to 135 66 inch kips 尩 if the concrete strength decreased from 3 5 to 3 0 ksi. Retaining wall reinforced concrete cantilever sd 7 01. Its stem provided act as slab spanning between the counterfort supports. Block setback options large batter pdf dwg.

Alternating planter 5 degree batter wall section pdf dwg. Square prestressed concrete piles edc. Retaining wall masonry cantilever. Mse retaining wall systems permanent 6020.

Xl wall section pdf dwg. Bid item number description sd drawing method of measurement. Counterfort retaining walls are used for height more than 6m. Square prestressed concrete pile splices 20601.

Gravity walls solid 41 inch 1030mm hollow core and xl blocks all gravity wall details pdf. Large batter wall section pdf dwg. Retaining walls must be constructed in conformance with the details herein. Download free high quality cad drawings blocks and details of retaining walls organized by masterformat.

The minimum concrete compressive strength at 28 days shall be 3 500 psi and shall comply with aci 318.

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