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Tab 2- Vicinity Map-Rev2
riZrff7iA VAL kah CONSiR MaNa eM ENT, E 1038 Canary Rd 323 R111E, CO 81650 Mid-America Pipeline Company, LLC Western Expansion Project II- Development Plan Review for Right -of -Way Application Submittal Item Tab 2- Vicinity Map 9-104 (A) All plan copies below are provided in 11x17 and D size drawings. These alignment sheets indicate the alignment of the proposed pipeline, surface ownership, adjacent surface ownership and pipeline length. Alignment Sheets 1. Cover- Alignment Sheet Vicinity Map dated 2/29/12 2. Sheets- Alignment Sheet Vicinity Map dated 2/29/12 3. Overview Map Segment 1- Dwg. 02757-PIPL-0001. Rev C dated 1/20/12 4. 200'/350' Impact Envelopes with Surface Ownership dated 2/29/12. 5. Authorized Access Road Map Sheet 4 of 6. Dwg. 02757-PIPL-1001 Rev. B dated 1/20/12 6. Authorized Access Road Map Sheet 5 of 6. Dwg. 02757-PIPL-1001 Rev. B dated 1/20/12 7. Authorized Access Road Map Sheet 6 of 6. Dwg. 02757-PIPL-1001 Rev. B dated 1/20/12 8. Sheet 25. Alignment STA: 3025+00 to STA: 3150+00- dated 03/2/12 9. Sheet 26. Alignment STA: 3150+00 to STA: 3275+00- dated 03/2/12 10. Sheet 27. Alignment STA: 3275+00 to STA: 3400+00- dated 03/2/12 11. Sheet 28. Alignment STA: 3400+00 to STA: 3530+00- dated 03/2/12 12. Sheet 29. Alignment STA: 3530+00 to STA: 3667+50- dated 03/2/12 13. Sheet 30. Alignment STA: 3665+00 to STA: 3805+00- dated 03/2/12 14. Sheet 31. Alignment STA: 3805+00 to STA: 3940+00- dated 03/2/12 15. Sheet 32. Alignment STA: 3940+00 to STA: 3988+00- dated 03/2/12 16. Sheet 33. Alignment STA: 3988+00 to STA: 4145+00- dated 03/5/12 17. Sheet 34. Alignment STA: 4145+00 to STA: 4275+00- dated 03/5/12 18. Sheet 35. Alignment STA: 4275+00 to STA: 4410+00- dated 03/5/12 19. Sheet 36. Alignment STA: 4410+00 to STA: 4540+00- dated 03/5/12 Page 1 of 3 Fabrication Drawings 20. Valve Access Platforms- Typical Plan, Section and Detail. Drawing 50264-STPL-410. Rev. A2 dated 1/20/12 21. Pipe Supports- Typical Plan, Section and Detail. Drawing 50264- CIPL-411. Rev. A2 dated 1/20/12 22. Baxter Pass- Aerial Marker 699- Plot Plan. Drawing RM-AM699-03. Rev. 1D dated 1/18/12. 23. Baxter Pass- Aerial Marker 699- Elevations, sections and details. Drawing RM-AM699-03A. Rev. 2B dated 1/18/12. 24. Baxter Pass- Aerial Marker 699- Elevations, sections and details. Drawing RM-AM699-03B. Rev. 2B dated 1/18/12. 25. Typical Main Line Block and Check Valve. Drawing 02757-PIPL- 4400. Rev. C dated 1/16/12 26. Typical Main Line Check Valve. Drawing 02757-PIPL-4401. Rev. C dated 1/16/12 27. Typical Trunk Pipeline- Open Cut Road Crossing. Drawing STD- PIPL-9009A. Rev. A. dated 1/20/12 28. Typical Hydrostatic Test Header Fabrication. Drawing STD-PIPL- 9030. Rev. B dated 1/20/12. Typical Construction Details 29. Typical Wetlands Crossings- No Neck Down. Drawing STD-PIPL- 9000. Rev. A dated 12/5/11. 30. Typical Wetlands Crossings- With Neck -Down. Drawing STD-PIPL- 9001. Rev. B dated 12/2/11. 31. Typical Flumed Stream Crossing. Active Flow with Wetlands Crossing. Drawing STD-PIPL-9002A. Rev. B dated 12/5/11. 32. Typical Flumed Stream Crossing. Active Flow No Wetlands Crossing. Drawing STD-PIPL-9002B. Rev. A dated 9/20/11. 33. Typical Dam & Pump Stream Crossing. Active Flow No Wetlands Crossing. Drawing STD-PIPL-9002C. Rev. B dated 12/7/11. 34. Typical Dam & Pump Stream Crossing. Active Flow With Adjacent Wetlands Crossing. Drawing STD-PIPL-9002D. Rev. A dated 1/13/12. 35. Typical Stream Crossing. Entry and Exit Site Plans. Drawing STD- PIPL-9004. Rev. A dated 9/20/11. 36. Typical Stream Crossing. Dry Channel Type Crossing. Drawing STD- PIPL-9003. Rev. B dated 12/5/11. 37. Typical Construction Ditch Detail. Drawing STD-PIPL-9005. Rev. A dated 9/20/11. 38. Typical Construction Ditch Detail Over Existing Pipelines. Drawing STD-PIPL-9006. Rev. A dated 9/20/11. 39. Typical Construction "Double -Ditch" Ditch Line Only- Detail in Wetlands Areas. Drawing STD-PIPL-9007. Rev. A dated 9/20/11. Page 2 of 3 40. Typical Construction "Double -Ditch" Ditch Line Only. Drawing STD- PIPL-9008. Rev. A dated 9/20/11. 41. Typical Trunk Pipeline Open Cut Road Crossing. Drawing STD-PIPL- 9009A. Rev. A dated 1/20/12. Horizontal Directional Drilling (HDD) Drawings 42. Proposed HDD McAndrews Lake Location. Drawing 02757-PIPL- 2001. Rev. F dated 1/20/12. 43. Proposed HDD Columbine Springs Location Option 3. Drawing 02757-PIPL-2002. Rev. D dated 1/20/12. 44. Proposed HDD Pullback Columbine Springs Location Option 3. Drawing 02757-PIPL-2002A. Rev. B dated 1/20/12. 45. Proposed HDD Woodpile Location. Drawing 02757-PIPL-2003. Rev. G dated 1/20/12. Geotechnical Reports for HDD locations 46. March 2012. Summary of Geotechnical Site Investigation- North Side of Baxter Pass, Colorado for Western Expansion Project Phase II. Prepared by Golder Associates. Project No. 113-91752. 47. March 16, 2012. Supplemental Report to Geotechnical Site Investigation North Side of Baxter Pass, Colorado for Western Expansion Project Phase II. Thank you for your assistance on this project. Please contact me with any questions. Sincerely Philip B. Vaughan President PVCMI-Land Planning Division Page 3 of 3