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49. <br /> <br />50. <br /> <br />51. <br /> <br />52. <br /> <br />53. <br /> <br />54. <br /> <br />55. <br /> <br />That the private roadway be paved and provide a driving surface <br />of not less than 20 ft. of unobstructed width capable of support- <br />ing the imposed loads of fire apparatus and having a minimum of <br />13 ft. 6 in. of vertical clearance. <br /> <br />The private road~ay shall also be provided with turn-arounds as <br />sho~n on Development Plan of January, 1979. <br /> <br />That the turn-arounds mentioned in ~50 shall not be obstructed <br />in any manner including parking of vehicles. <br /> <br />That there.shall be automobile turn-arounds on lots 20 and 25-28. <br /> <br />That a soils engineer acceptable to the City Engineer shall be <br />provided the opportunity to review the grading and improvement <br />plans for the development. When these plans are found to be in <br />accordance with his recommendations he shall submit a written <br />statement to the City to that effect. <br /> <br />The soils engineer acceptable to the City Council shall be present <br />during grading, lanslide repair and sub-drain placement; following <br />rough grading work, he shall provide a grading report including a <br />complete record of all field and laboratory tests with location <br />and elevation of all tests. <br /> <br />The soils engineer acceptable to the City Engineer shall inspect <br />the final grading and drainage control for each dwelling and provide <br />a statement indicating that final conditions are in accordance with <br />his recommendations prior to release for occupancy of said dwelling! <br /> <br />-6- <br /> <br /> <br />