Tabulate the deflection angles and chords needed to lay out the circular curv below, from previous problem, at full$-$station increments $(100-$ft$)$ using Total Chord Method. Select the correct answer the following questions. $(=$ deflection angle, $c=$ chord distance $)$

Highway curve with $D_a=1{30}^{\text{'}},=12{00}^{\text{'}},$ and PI Sta. $=262+08\mathrm{.}50ft.$

$to259+00=[$ Select $]$

$to263+00=[$ Select $]$

$toPT=[$ Select $]$

$cto261+00=[$ Select $]$

$cto266+00=[$ Select $]$