3549 3549 CSJ’s: 0009-04-060, etc. CSJ’s: 0009-04-060, etc. FIRST BAPTIST CHURCH CENTRAL BAPTIST CHURCH N225 N226 N227 N228 N229 N230 N231 N232 N233 N234 N237 N238 N239 N240 N241 N242 N243 N244 N245 N246 N247 N249 N250 N251 N252 N253 N254 N224 S201 S202 S203 S204 S205 S206 S207 S208 S209 S210 N252M N252B N252C N252A N252D N252G N252F N252L N252E N252H N252I N252J N252K N255 N256 N257 N258 N259 N260 N261 N262 N263 N264 N265 N266 N267 N268 N269 N270 N271 N272 N273 N274 N275 N276 S211 S212 S213 S214 S215 S216 S218 S219 S220 S221 S222 S223 S224 N272A N268A 41’ 41’ 2.0% PROP ROW PROP ROW 14’ LN 14’ LN 12’ LN 12’ LN 12’ LN 12’ LN 2’ 1’ 1’ 2’ 2.0% C SH 66 L 1.5% 3’ 3’ PROPOSED TYPICAL SECTIONS EXISTING TYPICAL SECTIONS 1.5% LN LN 12’ 12’ 60’ (USUAL) EXIST ROW EXIST ROW L C SH 66 41’ 41’ 2.0% PROP ROW 14’ LN 14’ LN 12’ LN 12’ LN 12’ LN 12’ LN 2’ 1’ 1’ 2’ 2.0% *18’ C SH 66 L 1.5% 3’ 3’ 1.5% 6:1 US 3:1 MAX 6:1 US 3:1 MAX PGL 15’ MIN 15’ MIN 6:1 US 3:1 MAX 15’ MIN 15’ MIN 4’ MIN 1.5% RR C L PROP EB SH 66 3:1 MAX 6’ 15’ 50’ (APPROX) EX DITCH BETWEEN SH 66 & UPRR / DGNO LINE EX ROW EXIST / PROP ROW 4’ MIN 6:1 US 3:1 MAX *(SEE DITCH SECTION) 3:1 TYP 1:1 MAX 3:1 TYP 1:1 MAX 1’-2’ 1’-2’ VARIES VARIES 8’-17’ PROPOSED SH 66 SIX-LANE DIVIDED ARTERIAL STA 215+83 TO STA 245+34 STA 262+64 TO STA 346+47 PROPOSED SH 66 SIX-LANE DIVIDED ARTERIAL STA 245+83 TO STA 262+64 *PROPOSED SH 66 DITCH ADJACENT TO UPRR / DGNO RAIL LINE STA 251+43 TO STA 277+00 EXISTING SH 66 TWO-LANE UNDIVIDED RURAL HIGHWAY FROM CLARK ST TO HOUSTON ST FROM BELL ST TO FM 1777 * MEDIAN TRANSITIONS FROM 38’ TO 6’ FROM STA 215+83 TO 218+66 12’ LEFT TURN LANES NOT SHOWN 9’ PROP ROW 130’- 201’ EX ROW 60’- 100’ PROP ROW 120’- 183’ EX ROW 60’- 100’ 5’ SW 7’ 5’ SW 7’ 7’ 5’ SW 7’ 5’ SW 1.5% L 14’ LN 14’ LN 2’ 2’ 0’-12’ LN 2.0% 2.0% 1.5% 15’MIN VARIES 15’MIN VARIES 6’ 5’ SW 4’ 6’ 5’ SW 4’ PGL PROPOSED FM 551 TWO-LANE UNDIVIDED STREET C FM 551 PROP ROW 66’-142’ EX ROW 60’-80’ 0’-12’ LN 0’-12’ LN 36’- 56’ PROP ROW EXIST ROW 1600 1400 1000 1000 900 600 4600 4100 2900 2100 1900 1300 3700 5400 6000 1000 1000 1000 TRAFFIC DIAGRAM