Neelyville, MO ESTIMATED QUANTITIES ITEM DESCRIPTION QUANTITY Excavation 58,186 Spoil Spreading 58,186 Mobilization 1 UNITS CY CY LS The project begins at Latitude 36.4868, Longitude -0.46721 in Section 3, Township 22 North, Range 6 East, in GENERAL PLANS SEET # 1 2-8 Digitally signed by JON ESTER : 2018.04.02 12:01:17-05'00' 1 EMERGENCY WATERSED PROGRAM INDEX OF DRAWING SEETS TITLE Cover Plan Views Cross Sections 3-18 3-18 3-18 WB J SJ JON ESTER Cover Drainage District 7 DSR-023-17-105 Department
31 30 AA 241 335 257 311 UU 611 307 605 607 251 245 243 333 205 327 20 621 628 623 305 33 315 314 OXIE SUB 322 158 332 312 FISERY RD 330 306 Sta. 644+73 316 320 344 342 617 Sta. 52+32 Sta. 480+57 Sta 368+18 608 613 53 32 328 615 Sta. 734+16 203 611 616 202 61 618 630 Sta. 426+74 2021 6471 650 647 658 Ackerman Ditch Width Depth 0+00 27 6+46 27 101+50 18 150+77 18 Co Road 244 212+74 13 +52 25 313+18 25 368+18 8 426+74 8 Co Road 480+57 21 543+27 18 5232 12 644+73 15 Co Road 316 65+6 16 734+16 16 Ending sj sj Plan View Ackerman WB 346 1 254 Sta. 150+77 Sta. 6+46 246 24 244 Sta. +52 214 Sta. 0+00 240 216 211 Sta. 101+50 232 236 N 20 220 237 Ackerman Ditch 80,817 CY Excavation/ Spoil Spreading 1. This project is for removal Department 2
33 335 257 333 24 251 247 N 245 Sta 1 254 344 346 Sta 7+30 Sta 0+00 246 342 Sta 43+77 576+8 Sta 542+15 244 214 240 203 216 202 2031 232 236 Sta 236+34 Sta 340+60 234 Black River Levee Ditch Width Depth 0+00 47 1+16 47 27+22 42 7+30 38 131+72 34 184+08 30 236+34 26 270+83 25 310+30 26 340+60 26 32+75 23 43+77 22 42+40 27 44+40 27 542+15 23 576+8 20 Ending Black River Levee Ditch,527 CY Excavation/ Spoil Spreading 1. This project is for removal sj sj Plan View Black River Levee Ditch WB Department 3
345 343 EE 341 BB 265 345 26 347 34 351 PRIVATE 263 261 33 PRIVATE RD ART ST 340 Sta. 45+7 Sta. +32 356 354 Sta. 38+72 WARNING GAS PIPELINE Sta. 232+80 Cane Creek Width Depth 0+00 40 0+30 55 26+42 55 78+75 50 12+17 47 181+3 43 232+80 38 Just north WY 285+10 38 +32 31 38+72 26 At CR 442+47 2 45+67 33 45+7 35 Ending At CR sj sj Plan View Cane Creek WB 268 267 353 CENTER ST 2671 OXIE SUB 272 276 Sta. 12+17 Sta. 26+42 Cane Creek 114,355 CY Excavation/ Spoil Spreading 1. This project is for removal Department 278 Sta 0+00 4
33 340 354 WARNING GAS PIPELINE Sta 7+1 Sta. 2+67 44,44 Craven Quantities CY Excavation/ Spoil Spreading 1. This project is for removal sj WB sj Sta 183+35 341 BB 332 330 158 Plan View Craven 2+67 26+75 7+1 131+26 183+35 235+36 287+86 35+30 Sta 287+86 Craven Width Depth 23 23 20 WARNING GAS PIPELINE 18 21 At CRD 18 20 At CRD 158 22 Ending Department 31 Sta 35+30 321 320 322 5
327 328 32 Sta 285+42 Sta 213+88 61 SETTLEMENT DR 53 Sta 162+14 658 Dan River Width Depth 0+00 25 2+23 25 58+36 26 At CRD 202 115+81 21 162+14 20 At wy 213+88 22 At CRD 328 266+64 16 285+42 12 Ending sj sj Plan View Dan River WB 203 2031 202 Sta 58+36 206 Dan River 37,672 CY Excavation/ Spoil Spreading 1. This project is for removal Department Sta 0+00 20 6
Sta346 421+2 356 335 351 Sta. 223+0 1. This project is for removal Sta. 6+48 1 24 247 263 EE 246 Sta. 120+8 254 Main Ditch Quantities 135,2 CY Excavation/ Spoil Spreading 244 251 257 261 265 267 2671 Sta. 172+14 214 sj sj WB 344 Plan View Main Ditch 341 34 354 342 276 617 268 UU 328 WARNING GAS PIPELINE 332 340 353 30 330 6+48 120+8 172+14 223+0 275+62 327+45 361+54 380+20 421+2 483+28 526+57 575+2 628+26 680+12 731+07 77+75 816+11 Main Ditch Width Depth 45 43 42 40 At CRD 341/ MO 42 38 3 23 21 21 21 23 24 GAS PIPELINE CROSSING 26 25 26 22 Ending at CRD 307 Department 336 316 320 Sta 628+26 BB IE S U B 323 315 322 33 C 321 31 FISERY RD Sta 816+11 318 158 OX 311 5 30 304 67 67 8 67 47 307 314 53 476 7
341 263 261 31 315 N 33 30 335 257 311 UU 251 247 245 354 318 158 FISERY RD 322 330 332 344 346 316 Sta 676+04 WARNING Width GAS PIPELINE 0+00 26 Sta 470+26 320 342 53 Sta 625+0 Sta 31+3 616 32 328 203 214 611 618 202 Bottom Stillcamp Sediment Depth 2+14 26 57+12 23 10+1 20 162+12 1 214+81 21 267+23 21 31+3 17 At CRD 372+15 1 418+25 21 470+26 20 521+83 20 574+60 21 625+0 22 At CRD 320 676+04 18 Ending SK SK Plan View Stillcamp WB 216 Sta 162+12 1 254 246 Sta 0+00 24 244 240 232 236 Stillcamp 85,437 CY Excavation/ Spoil Spreading 1. This project is for removal Department 8
Typical Cross Section DSR 023-17-105 Drainage District 7 SK SK SK 1. This project is for removal existing sediment only. ROW from the ditch bank. 4. Channel grade shall be uniform from beginning to end.