Compute and tabulate stations, deflection angles and total chords needed to layout this highway circular curve $+00$ and $+50$ stations plus the curve midpoint.

$L=356\mathrm{.}81$

$R=473\mathrm{.}94$

$=43{08}^{\text{'}}{10}^{\text{'}\text{'}}$

PC station $=13+64\mathrm{.}45$

$\backslash$table$[[$Sta$.,\backslash$table$[[$Arc$],[$Distance$]],\backslash$table$[[$Deflection$],[$Angle$]],\backslash$table$[[$Total$],[$Deflection$],[$Angle$]],\backslash$table$[[$Total$],[$Chord$]],],[13+64\mathrm{.}45,0,0,0,0,$P$.$C$.],[14+00\mathrm{.}00,35\mathrm{.}55,2{08}^{\text{'}}{56}^{\text{'}\text{'}},2{08}^{\text{'}}{56}^{\text{'}\text{'}},35\mathrm{.}542,],[14+50\mathrm{.}00,,,,,],[15+00\mathrm{.}00,,,,,],[15+42\mathrm{.}855,,,,,],[16+00\mathrm{.}00,,,,,],[16+50\mathrm{.}00,,,,,],[17+00\mathrm{.}00,,,,,$P$.$T$.$ midpoint$],[17+50\mathrm{.}00,,,,,],[17+21\mathrm{.}26,,,,,]]$