Chance Technical Design Manual

#4 DOWEL - 2 REQ’D AT EACH BRACKET

ATLAS RESISTANCE® 2-PIECE MODIFIED PIER

#4 REBAR TO TOP DOWEL 2 REQ’D AT EACH HEAD FROM WELDED REBAR ASSY (LAP 12 IN)

#4 CONTINUOUS WALER

SOIL SCREW® ANCHOR HEAD

CHANCE® HELICAL TIEBACK ANCHOR S-SQ1500(P)8-10(5’-0) E-SQ1500(P)(10’-0) LENGTH = 15 FT

#4 REBAR - 2 VERTICAL BEARING BARS AT EACH SOIL SCREW® ANCHOR BEARING PLATE

MESH WWF 6x6 21.4 LAP 8 IN

WELDED REBAR HEAD ASSY

MESH WWF 6x6 W1.4 LAP 1 IN MIN.

TOP REINFORCEMENT DETAIL

SOIL SCREW® HEAD REINFORCEMENT DETAIL

RETENTION WALLS

REINFORCEMENT DETAILS FOR CASE STUDY #1, FIGURE 9-12

SOIL SCREW® ANCHOR CONFIGURATION FOR CASE STUDY #1, FIGURE 9-13

EXCAVATION TO THE FINAL ELEVATION FIGURE 9-14

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