Installation of a PCC apron to surround the new terminal, a PCC taxilane and PCC shoulders, a PCC VSR and HMA VSR, and GSE pavement. PCC thickness is 15.5 inches for the apron and taxilane, 10 inches for the taxilane shoulders, 10 inches for the PCC VSR, and 10 inches for the GSE pavement. HMA thickness is 4 and 5 inches for the HMA VSR. Total area of the apron, adjacent taxilane, and shoulder pavement is approximately 44,000 SY. Project also includes 2,070 LF of 15-60-inch storm sewer pipe installation, 7,800 LF of 6-inch PVC underdrain, 1,120 LF of pre-cast concrete box culvert, and 840 LF of linear trench drain. Other construction items include removal of existing apron and taxiway pavement, grading, retaining wall, aggregate base, drainable concrete base, airfield lighting and signage, markings, traffic control, and seeding/site restoration.
