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Mr. Bill Yoder, May 29, 2003 , Page 2 <br /> ' � ® ❑ Kimley- Horn <br /> and Associates , Inc . <br /> included in the unit cost for Pay Item 110- 1 - 1 , as defined by the <br /> FDOT Standard Specification Section 110. <br /> Question #4 In the pay item footnotes for temporary pavement it states that <br /> ' embankment is to be included in the cost. There are no <br /> purposed grades shown on the plans for the temporary <br /> pavement . How much embankment is need? <br /> ' Response #4 Based upon the proposed profile grade line for 43'd Avenue the <br /> eastern tie- in elevation for the Temporary Roadway is <br /> ' approximately 24. 1 NGVD. Based upon the existing centerline <br /> elevations for Oslo Road, the western tie- in elevation for the <br /> Temporary Roadway is approximately 21 . 9 NGVD. The <br /> ' longitudinal grades for the Temporary Roadway is expected to <br /> be a linear interpolation between these two fixed points. It is <br /> recommended that the Contractor utilize the existing ground <br /> ' lines shown within the Oslo Road cross sections to assist in <br /> determining the quantity of embankment required. <br /> ' Please contact me with any additional questions you may have . <br /> Sincerely, <br /> ' KIMLEY-HO AND ASSOCIATES , INC . <br /> Brian Good, P . E . <br /> ' cc : Terry B . Thompson, P .E . <br /> Bidders list <br /> ' G :\47035008\Construction Phase\Wp\Ranger0l .doc <br />