Step 1: Draw the situation at station D mentally, using included-angle reasoning.
At D, two survey lines meet, the line coming in from C along CD, and the line going out towards A along DA. The interior angle $\angle CDA$ measured inside the quadrilateral is simply the angle that would be physically read on a theodolite set up at D, backsighted to C and foresighted to A, measured clockwise from the backsight to the foresight (for a traverse run in the ABCDA sense).
Step 2: Express both sight directions as azimuths measured from D.
The foresight direction, D to A, has azimuth equal to the given fore bearing of line DA, that is $20.17^\circ$. The backsight direction, D to C, is the reverse of the given fore bearing of CD (which was measured from C towards D), so it equals $FB(CD) - 180^\circ = 269.5^\circ - 180^\circ = 89.5^\circ$.
Step 3: Take the clockwise angle from the backsight (DC) to the foresight (DA).
$\angle D = \text{azimuth}(D \to C) - \text{azimuth}(D \to A) = 89.5^\circ - 20.17^\circ = 69.33^\circ$. Since this comes out positive and less than $180^\circ$, no further $360^\circ$ adjustment is needed.
Step 4: Cross check with the other three angles and the geometric closing condition.
Using the same "azimuth of backsight minus azimuth of foresight" rule at every station: at A, backsight is towards D ($20.17^\circ+180^\circ=200.17^\circ$) and foresight is towards B ($60^\circ$), giving $\angle A = 200.17^\circ - 60^\circ = 140.17^\circ$; at B, backsight towards A ($60^\circ+180^\circ=240^\circ$) and foresight towards C ($149.87^\circ$), giving $\angle B = 240^\circ-149.87^\circ = 90.13^\circ$; at C, backsight towards B ($149.87^\circ+180^\circ=329.87^\circ$) and foresight towards D ($269.5^\circ$), giving $\angle C = 329.87^\circ - 269.5^\circ = 60.37^\circ$. Adding all four, $140.17^\circ+90.13^\circ+60.37^\circ+69.33^\circ = 360.00^\circ$, exactly matching the required interior angle sum of a quadrilateral, $(4-2)\times180^\circ=360^\circ$, confirming $\angle D = 69.33^\circ$ is correct.
\[ \boxed{\angle D = 69.33^\circ} \]