100,8581646.227,14157518.747,1264.488,PRO STA 1039+92.53 DR-613 with a DR-205 Inlet end of apron 24in RCP Median Drain -27.265 LT Endwall flowline elevation 1265.265
101,8581641.327,14157522.255,1263.392,PIP01 STA 1039+92.53 DR-601 24" x 62' RCP Median Drain -21.239 LT
102,8581636.481,14157525.724,1263.100,PIP01 STA 1039+92.53 DR-141 End of D section start of round pipe  -15.279 LT
103,8581590.973,14157558.303,1260.359,PIP01 STA 1039+92.53 DR-601 24" x 62' RCP Median Drain +40.688 RT
104,8581586.000,14157561.864,1260.060,PRO STA 1039+92.53 DR-201 Outlet end of apron 24in RCP Median Drain +46.805 RT Culvert is designed to be cut and cover. Lay one DR-141 single bevel D section bevels upstream with a DR-205 apron attached. Endwall flowline elevation 1265.265. Lay 62' of 24" 2000D RCP with one DR-201 aprons on outlet end.
105,8583125.778,14158847.991,1217.590,PRO STA 1059+92.21 DR-201 Inlet end of apron 24in RCP Median Drain -32.490 LT
106,8583121.879,14158852.670,1217.533,PIP02 STA 1059+92.21 DR-601 24" x 56' RCP Median Drain -26.365 LT
107,8583085.997,14158895.726,1217.008,PIP02 STA 1059+92.21 DR-601 24" x 56' RCP Median Drain +29.665 RT
108,8583082.073,14158900.435,1216.951,PRO STA 1059+92.21 DR-201 with a DR-213 Outlet end of apron 24in RCP Median Drain +35.796 RT Culvert is designed to be cut and cover. Remove existing pipe and lay 56' of 2000D pipe with two DR-201 aprons with DR-213 bars on the outlet.
109,8583814.095,14162352.724,1170.966,PRO STA 1096+91.29 DR-201 Inlet end of apron 24in RCP Median Drain -42.504 LT
110,8583807.972,14162352.599,1170.887,PIP03 STA 1096+91.29 DR-601 24" x 80' RCP Median Drain -36.380 LT
111,8583727.996,14162350.966,1169.855,PIP03 STA 1096+91.29 DR-601 24" x 80' RCP Median Drain +43.613 RT
112,8583721.872,14162350.841,1169.776,PRO STA 1096+91.29 DR-201 Outlet end of apron 24in RCP Median Drain +49.738 RT Culvert is designed to be cut and cover. Remove existing pipe and lay 80' of 2000D pipe with two DR-201 aprons.
113,8583774.930,14163499.237,1149.210,PRO STA 1108+38.25 DR-205 Inlet end of apron 24in RCP Median Drain -37.219 LT Endwall flowline elevation 1149.999
114,8583768.816,14163499.086,1148.882,PIP04 STA 1108+38.25 DR-601 24" x 76' RCP Median Drain -31.103 LT
115,8583692.948,14163497.204,1144.813,PIP04 STA 1108+38.25 DR-601 24" x 76' RCP Median Drain +44.788 RT
116,8583686.834,14163497.052,1144.485,PRO STA 1108+38.25 DR-201 Outlet end of apron 24in RCP Median Drain +50.904 RT Culvert is designed to be cut and cover. Remove existing pipe and lay 76' of 2000D pipe with one DR-201 and one DR-205 aprons. Endwall flowline elevation 1149.999
117,8583767.705,14163851.727,1149.498,PRO STA 1111+90.41 DR-201 Inlet end of apron 24in RCP Median Drain -40.502 LT
118,8583761.603,14163851.514,1149.026,PIP05 STA 1111+90.41 DR-601 24" x 82' RCP Median Drain -34.396 LT
119,8583679.896,14163848.670,1142.702,PIP05 STA 1111+90.41 DR-601 24" x 82' RCP Median Drain +47.360 RT
120,8583673.793,14163848.457,1142.229,PRO STA 1111+90.41 DR-201 Outlet end of apron 24in RCP Median Drain +53.467 RT Culvert is designed to be cut and cover. Remove existing pipe and lay 82' of 2000D pipe with two DR-201 aprons.
121,8583742.807,14164641.347,1149.813,PRO STA 1119+79.64 DR-205 Inlet end of apron 24in RCP Median Drain -41.666 LT Endwall flowline elevation 1150.602
122,8583736.699,14164641.018,1149.489,PIP06 STA 1119+79.64 DR-601 24" x 84' RCP Median Drain -35.549 LT
123,8583652.937,14164636.504,1145.056,PIP06 STA 1119+79.64 DR-601 24" x 84' RCP Median Drain +48.334 RT
124,8583646.829,14164636.175,1144.732,PRO STA 1119+79.64 DR-201 Outlet end of apron 24in RCP Median Drain +54.451 RT Culvert is designed to be cut and cover. Remove existing pipe and lay 84' of 2000D pipe with one DR-201 and one DR-205 aprons. Endwall flowline elevation 1150.602
125,8583717.639,14164937.927,1149.234,PRO STA 1122+77.32 DR-201 Inlet end of apron 24in RCP Median Drain -35.278 LT
126,8583711.542,14164937.625,1148.725,PIP07 STA 1122+77.32 DR-601 24" x 78' RCP Median Drain -29.174 LT
127,8583633.907,14164933.779,1142.240,PIP07 STA 1122+77.32 DR-601 24" x 78 RCP Median Drain +48.556 RT
128,8583627.812,14164933.477,1141.731,PRO STA 1122+77.32 DR-201 Outlet end of apron 24in RCP Median Drain +54.659 RT Culvert is designed to be cut and cover. Remove existing pipe and lay 78' of 2000D pipe with two DR-201 aprons.
129,8582270.175,14158227.066,1250.817,PRO STA 1049+38.03 Apron of 4' x 6' Stock Pass +50.312 RT 
130,8582276.638,14158219.626,1251.245,PIP08 STA 1049+38.03 Road Design Detail 510-04 4'x 6'x 17' PC Extension under East bound lanes +40.404 RT
131,8582287.663,14158206.710,1251.995,PIP08 STA 1049+38.03 Road Design Detail 510-04 connection existing structure +24.410 RT Remove apron and extend 16' with Road Design Detail 510-04. Install according to section 2416 of the Standard Specifications.
132,8583487.622,14168997.760,1195.488,PRO STA 59+20.48 DR-201 outlet end of 24" apron +62.863 RT Remove outlet apron and excavate the foreslope as needed approximately 6' of pipe or just past the last separated joint of existing pipe. Relay 6' of 2000D pipe with DR-121 connected pipe joints with one DR-201 apron with a DR-122 connection to existing pipe. Ditch to outlet.
133,8583493.506,14168999.420,1195.742,PIP09 STA 59+20.48 DR-621 24" x 6' RCP Extension on outlet end +56.751 RT
134,8583499.281,14169001.052,1195.987,PIP09 STA 59+20.48 DR-122 Type C1 pipe connection outlet end +50.750 RT
