THIS CONTRACT CONSISTS OF MILL AND INLAY OF THE EASTBOUND AND WESTBOUND OUTSIDE TRAVEL LANES ONLY ON SR 520 IN WORTH COUNTY. THE PROJECT BEGINS 681 FT. WEST OF JCT OF SR 520 AND HALEY DR. C/L. ON SR 520 AT EXISTING PAVED JOINT AT LOG MILE 0.000 (MM. 7.91), (GPS COORDINATES 31.53232 N. 83.85377 W.). BEGIN MILLING VARIABLE DEPTH TO RECLAIM THE GUTTER LINE THROUGHOUT THE PROJECT WHERE APPLICABLE, MILLING 2 ½ INCHES BELOW THE LIP OF THE GUTTER TO MAINTAIN EXISTING ROADWAY PROFILE AND ALLOW FOR SMOOTH TRANSITITION OF OUTSIDE LANES ONLY. BEGIN INLAY OF OUTSIDE LANES ONLY WITH 12.5 MM SUPERPAVE POLYMER MODIFIED AT 275 LBS. PER SQUARE YARD. DO NOT ALLOW INLAY TO BE FEATHERED INTO GUTTER LINE MORE THAN 6 INCHES AND ENSURE A POSITIVE FLOW INTO AND DOWN GUTTERS. BEGIN RE-STRIPING ROADWAY AS EXISTING. BEGIN REPLACING RPM’s AS REQUIRED. BEGIN INSTALLATING SIGNAL DETECTION LOOPS AS EXISTING. END PROJECT 280 FT. EAST OF JCT OF SR 520 AND EAST ST. C/L. AT EXISTING PAVED JOINT AT LOG MILE 1.495 (MM. 9.40), (GPS COORDINATES 31.53019 N. 83.82855 W.).
