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David Swearingen November 3, 2021 3 C510 – STORMWATER MANAGEMENT PLAN 29. For parking light locations, show location of underground storm system. Provide lighting details to ensure no conflicts with lighting pole bases and underground detention pipes 30. Identify EOF in plans and detail. 31. Wetland D EOF is listed as 882.5. The emergency spillway 890.75. confirm elevations. 32. Draining to MnDOT ROW. Has MnDOT reviewed/approved? Confirm. C600 – UTILITY PLAN 33. Several note leaders are not point to what note describes. Correct. 34. Need electrical plans and details for any conflicts with the electrical system and the underground storage system. Particularly the pole foundations. 35. Pipe crossing note leader is not pointing to a conflict. Correct. 36. The easement along the MnDOT ROW is called out as a 30’ easement. With the 15’ dimension shown, the easement does not appear to be 30’. Confirm. 37. Detail all utility crossings of the retaining wall for conflicts. 38. How are easements and facilities accessed for maintenance after construction? C601 – WATERMAIN PROFILE 39. Detail 8” existing watermain connection. 40. Add notes for watermain bend locations. 41. Detail sanitary pipe crossing for conflict. 42. Show all wall and foundation details to confirm any conflicts. 43. What is 2.79’ depth indicating? Clarify. C601 – WATERMAIN PROFILE 44. Show all wall and foundation details to confirm any conflicts. 45. No watermain bends are shown on plan view before 24” PVC storm crossing. Confirm locations. 46. Add separation distance at 6+10 proposed storm crossing C703 – CIVIL DETAILS 47. Provide site specific Contech system design and details 48. Confirm assumed soil bearing is met on site 49. Confirm manhole cap design load is adequate for anticipated vehicle use.