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Staff Comments FOX RUN CONDOMINIUMS (SP) - (03- 00500031) ENGINEERING REVIEW COMMENTS No. 1 1. Only that portion of the storm sewer line that is in the ROW will be a public line. The line from the detention pond to the ROW will need to be private. 2. The 45° bend just inside the ROW will not be allowed. 45° bends in storm sewer lines are only acceptable when adjacent to a junction box. 3. Water Line W -1 (Sheet C8): Call out tapping sleeve and valve at Sta 0 +00. 4. Water Line W -1 (Sheet C8): How do you plan to connect to the existing water line at Sta 7 +04? 5. Water Line W -1 (Sheet C8): Why the vertical deflections between Sta 0 +00 and Sta 1 +35? Can the same be achieved with straight pipe? 6. Typical 4" Water Line /Sanitary Sewer Crossing does not show valve location. 7. Water Line W -2 (Sheet C9): The profile at Sta 0 +00 calls out an 8 "X6" tee. This is an 8" tee in the Plan view and on Sheet C8. Please verify. 8. Water Line W -2 (Sheet C9): Please provide detail of Bend - Tee -Bend at Sta 2 +10 to 2 +39. 9. Sanitary Sewer Line S -2 (Sheet C10): Show conflict with Storm sewer near Sta 1+25. 10. Sanitary Sewer Line S -2 (Sheet C10): Provide sanitary sewer service to Building 15 from manhole No. 4. 11. Sheets 010 and 011: Please provide typical detail showing sanitary sewer with "special cement sand backfill" crossing under water line. Reviewed by: Carol Cotter Date: March 5, 2003 NOTE: Any changes made to the plans, that have not been requested by the City of College Station, must be explained in your next transmittal letter and "bubbled" on your plans. Any additional changes on these plans that have not been pointed out to the City of College Station will constitute a completely new review. Page 2 of 2