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ST9302-CS 990427Coppell Sandy Lake Road Date: ,4127/99 Prep'd By: MGD Pothole # I STA IReas°n ~ cev. "top ~ 15+65 Storm Drain Inlet 4~8,~ 4~ 16+50 Light Pole ~9, 5~ .2!+00 General L~fion Vedfi~tion 6~, 27+75 Light Pole +~ ~ff ~ 37+00 Genera~.~.~tj0 ~ 47+00 General L~tion Verification 4~7. =~ 9~ ~6+00 Light Pole + 1~ 56+25 Light Pole ~.7~ 11 ~ 58+00 Light Pole ,~,. 12~ 65+30 Pro~s~ 21" Storm Drain Lateral 13~ 68+50 Depth of Cover 1~ _71+~ Depth of Cover 15~ .74+50 Depth of Cover ~gz, 16~' .82+00 Depth of Cover +3z.~ 17~: 85+50 Depth of Cover eqo, z3 18~.. 89+00 Southern Curb of No~hsid~ Paving 19+3~ 92+50 Southern Curb of NoAhside Paving4~s.~5 20~ 102+00 General Lo~tion Verification ~/. Note: Maximum distance be~een po~01e Io~tions is 1000'. 15 Bid pothole I~ations available for ~her investigation pendin~ results of 20 intial potholes. Contractor to notify City and Engineer pdor to performing pothole investigations. P:\06168700\wks\pothole.xls