300,8583618.204,14167795.639,1175.613,PRO STA 47+01.36 DR-205 Inlet end of apron 24in RCP Median Drain +37.873 RT endwall flowline elevation 1176.403
301,8583621.801,14167795.678,1175.599,PIP50 STA 47+01.36 DR-601 24" x 72' RCP Median Drain +31.748 RT
302,8583693.797,14167796.456,1175.430,PIP50 STA 47+01.36 DR-601 24" x 72' RCP Median Drain -40.252 LT
303,8583699.922,14167796.522,1175.416,PRO STA 47+01.36 DR-201 Outlet end of apron 24in RCP Median Drain -46.377 LT Culvert is designed to be cut and cover. Remove existing pipe lay 72' of 24" 2000D RCP with one DR-201 and one DR-205 Aprons. Endwall flowline elevation 1176.403
304,8582383.068,14158094.933,1255.060,PRO STA 4049+54.94 Apron of 4'x6' Stock Pass -48.962 LT
305,8582376.638,14158102.461,1254.481,PIP51 STA 4049+54.94 Road Design Detail 510-04 4x6'x 12' PC Extension under West bound lanes -39.062 LT
306,8582368.864,14158111.575,1253.780,PIP51 STA 4049+54.94 Road Design Detail 510-04 connection existing structure -27.083 LT Remove apron and extend 12' with Road Design Detail 510-04. Install according to section 2416 of the Standard Specificatins
307,8582260.635,14157928.912,1240.669,PRO STA 4047+28.58 DR-201 inlet end of 30" apron -99.015 LT Remove inlet apron and approximatly 14' of pipe or just past the last separated joint of existing pipe. Extend with 14' of 2000D pipe and one DR-201 apron with a DR-122 conection to existing pipe. Ditch to inlet. 14°51'28.6"LA
308,8582255.638,14157932.490,1240.669,PIP52 STA 4047+28.58 DR-621 30" x 14' RCP Extension on inlet end -92.871 LT
309,8582244.045,14157940.339,1240.669,PIP52 STA 4047+28.58 DR-122 Type C1 pipe connection inlet end -78.871 LT 
310,8583608.383,14159206.593,1180.174,PRO STA 4065+96.49 DR-201 outlet end of 30" apron -67.760 LT Remove outlet apron and excavate the foreslope as needed approximatly 12' of pipe or just past the last separated joint of existing pipe. Relay 12' of 2000D pipe with DR-121 connected pipe joints with one DR-201 apron with a DR-122 conection to existing pipe. Ditch to outlet.
311,8583603.319,14159210.027,1180.475,PIP53 STA 4065+96.49 DR-621 30" x 12' RCP Extension on outlet end -61.618 LT
312,8583593.424,14159216.778,1181.063,PIP53 STA 4065+96.49 DR-122 Type C1 pipe connection outlet end -49.641 LT 
313,8583758.381,14160250.160,1177.022,PRO STA 4076+67.90 DR-205 Inlet apron 36in RCP +126.572 RT Endwall flowline elevation 1178.272
314,8583766.296,14160250.048,1176.805,PIP54 STA 4076+67.90 DR-601 36"x168' RCP +118.575 RT
315,8583934.224,14160247.679,1172.248,PIP54 STA 4076+67.90 DR-601 36"x168' RCP -49.363 LT
316,8583942.806,14160247.558,1172.031,PRO STA 4076+67.90 DR-201 Outlet end of apron 36in RCP -57.360 LT Replace Existing structure at STA.4076+67.90. Jack 90' of new 36" RCP under East bound lanes. Then lay 78' of new 36" RCP under West bound lanes at STA.4076+67.90. Existing pipe at STA.4076+77.90 will be plugged and abandoned with flowable mortar. Jacking will be done on outlet end after west bound lanes are removed.
317,8583724.324,14162312.851,1168.527,PRO STA 4097+32.08 DR-201 Inlet apron 48in RCP +123.183 RT
318,8583732.189,14162312.807,1168.260,PIP55 STA 4097+32.08 DR-601 48"x164' RCP +115.188 RT
319,8583896.136,14162311.931,1162.783,PIP55 STA 4097+32.08 DR-601 48"x164' RCP -48.721 LT
320,8583904.136,14162311.839,1162.516,PRO STA 4097+32.08 DR-201 Outlet end of apron 48in RCP -56.716 LT Replace Existing structure. Jack 84' of new 48in RCP under East bound lanes. Then lay 80' of new 48in RCP under West bound lanes at STA.4097+32.08 . Existing pipe at STA.4097+22.08 will be plugged and abandoned with flowable mortar. Jacking will be done on outlet end after west bound lanes are removed.
321,8583794.461,14165242.563,1144.356,PRO STA 21+44.50 DR-201 Inlet apron 48in RCP -55.374 LT 
322,8583786.538,14165242.330,1144.163,PIP56 STA 21+44.50 DR-601 48"x182' RCP -47.376 LT
323,8583604.662,14165237.715,1139.779,PIP56 STA 21+44.50 DR-601 48"x182' RCP +134.571 RT
324,8583596.654,14165237.510,1139.586,PRO STA 21+44.50 DR-201 Outlet end of apron 48in RCP +142.569 RT Replace Existing structure. Jack 94' of new 48in RCP under East bound lanes. Then lay 88' of new 48in RCP under West bound lanes at STA.21+44.50 . Existing pipe at STA.21+54.51 will be plugged and abandoned with flowable mortar. Jacking will be done on inlet end after west bound lanes are removed.
325,8583755.207,14165740.392,1146.915,PRO STA 26.29.84 DR-201 Inlet apron 54in RCP -50.040 LT 
326,8583747.621,14165738.017,1146.713,PIP57 STA 26.29.84 DR-601 54"x182' RCP -42.042 LT
327,8583573.968,14165683.616,1142.124,PIP57 STA 26.29.84 DR-601 54"x182' RCP +139.900 RT
328,8583566.274,14165681.206,1141.922,PRO STA 26.29.84 DR-201 Outlet end of apron 54in RCP +147.898 RT Replace Existing structure. Jack 98' of new 54in RCP under East bound lanes. Then lay 84' of new 54in RCP under West bound lanes at STA.26.29.84 . Existing pipe at STA.26+40.13 will be plugged and abandoned with flowable mortar. Jacking will be done on inlet end after west bound lanes are removed.
329,8583733.413,14166553.711,1150.617,PRO STA 34+47.47 DR-201 inlet end of 30" apron -58.854 LT Remove inlet apron and excavate the foreslope as needed approximatly 8' of pipe or just past the last separated joint of existing pipe. Relay 8' of 2000D pipe with DR-121 connected pipe joints with one DR-201 apron with a DR-122 conection to existing pipe. Ditch to inlet.
330,8583727.263,14166552.501,1150.501,PIP58 STA 34+47.47 DR-621 30" x 8' RCP Extension on inlet end -52.705 LT
331,8583719.427,14166550.959,1150.351,PIP58 STA 34+47.47 DR-122 Type C1 pipe connection inlet end -44.718 LT 
332,8583699.355,14168019.098,1177.057,PRO STA 49+23.51 DR-201 inlet end of 30" apron -49.712 LT Remove inlet apron and excavate the foreslope as needed approximatly 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 conection to existing pipe. Ditch to inlet.
333,8583693.205,14168018.974,1176.903,PIP59 STA 49+23.51 DR-621 30" x 6' RCP Extension on inlet end -43.564 LT
334,8583687.205,14168018.858,1176.752,PIP59 STA 49+23.51 DR-122 Type C1 pipe connection inlet end -37.566 LT 
335,8583678.076,14169051.590,1203.808,PRO STA 59+44.01 DR-201 inlet end of 24" apron -48.142 LT Remove inlet apron and excavate the foreslope as needed approximatly 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 conection to existing pipe. Ditch to inlet.
336,8583672.181,14169049.911,1203.549,PIP60 STA 59+44.01 DR-621 24" x 6' RCP Extension on inlet end -42.024 LT
337,8583666.412,14169048.276,1203.296,PIP60 STA 59+44.01 DR-122 Type C1 pipe connection inlet end -36.028 LT 
338,8583847.233,14160095.992,1178.984,PRO STA 4075+11.91 DR-613 with a DR-205 Inlet end of apron 24in RCP Median Drain +25.291 RT Endwall flowline elevation 1179.763
339,8583853.244,14160095.260,1177.950,PIP61 STA 4075+11.91 DR-141 End of apron start of D section +19.254 RT
340,8583859.182,14160094.537,1177.718,PIP61 STA 4075+11.91 DR-601 End of D section start of round pipe +13.291 RT
341,8583912.775,14160088.015,1175.621,PIP61 STA 4075+11.91 DR-601 24" x 60 RCP Median Drain -40.701 LT
342,8583918.854,14160087.275,1175.383,PRO STA 4075+11.91 DR-201 Outlet end of apron 24in RCP Median Drain -46.821 LT Culvert is designed to be cut and cover. Lay one DR-141 single bevel D section bevels upstream with a DR-205 apron atached. Endwall flowline elevation 1179.763. Lay 60' of 24" 2000D RCP with one DR-201 apron on outlet end.
343,8583838.236,14161290.705,1188.284,PRO STA 4087+11.00 DR-613 with a DR-205 Inlet end of apron 24in RCP Median Drain +29.658 RT Endwall flowline elevation 1189.075
344,8583844.277,14161290.822,1187.270,PIP62 STA 4087+11.00 DR-141 End of apron start of D section +23.618 RT
345,8583850.272,14161290.939,1187.060,PIP62 STA 4087+11.00 DR-601 End of D section start of round pipe +17.654 RT
346,8583908.278,14161292.066,1185.010,PIP62 STA 4087+11.00 DR-601 24" x 64 RCP Median Drain -40.343 LT
347,8583914.347,14161292.184,1184.798,PRO STA 4087+11.00 DR-201 Outlet end of apron 24in RCP Median Drain -46.464 LT Culvert is designed to be cut and cover. Lay one DR-141 single bevel D section bevels upstream with a DR-205 apron atached. Endwall flowline elevation 1189.075. Lay 64' of 24" 2000D RCP with one DR-201 apron on outlet end.
