Typical Concrete Retaining Wall Detail

Its stem provided act as slab spanning between the counterfort supports. A copy of these. Retaining wall masonry cantilever.

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Typical concrete retaining wall detail.

The minimum concrete compressive strength at 28 days shall be 3 500 psi and shall comply with aci 318. Mse retaining wall systems permanent 6020. Square prestressed concrete piles edc. Mse retaining wall systems temporary 6030.

Retaining walls must be constructed in conformance with the details herein. Solid block wall section pdf dwg. Block setback options large batter pdf dwg. Gravity walls solid 41 inch 1030mm hollow core and xl blocks all gravity wall details pdf.

The distance between support is about 2 3 h but should not be less than 2 5 m. Square prestressed concrete piles typical details and notes 20600. 41 inch hollow core section pdf dwg. Reinforcing steel shall comply with astm a615 and shall have yield strength of 60 000 psi.

Block setback options 5 degree batter pdf dwg. What is curing of concrete and different methods of curing. Download free high quality cad drawings blocks and details of retaining walls organized by masterformat. Large batter wall section pdf dwg.

Counterfort retaining walls are used for height more than 6m. 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. Retaining wall reinforced concrete cantilever sd 7 01. 10 types of retaining wall with full details.

Fairfax county typical retaining wall details concrete retaining walls general notes. Square prestressed concrete pile splices 20601. Bid item number description sd drawing method of measurement. 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.

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