Specifications include, but are not limited to: OR99: Glenwood – Coleman Creek Section of the Rogue Valley Highway (Rt. No. OR99) near Phoenix. Req. approx. 1,500 hrs training; 720 ft2 temp. signs; 3 ea seq. arr. signs; 3 ea PCMS; 4 ea rdr. spd. trlr.; 270 hrs flag.; 3 ea flag. sta. light.; 65,675 ft temp. striping; 1,080 ft PCD; 7 ea temp. curb ramp; 2,123 yd2 matting; 20,570 yd2 comp. eros. blnkt.; 41 ea ch. dam; 950 ft sed. fence; 103 ea inlet prot.; 1,005 ft sed. barr.; 1,820 yd3 reloc. contam. soil; constr. surv. wrk.; 500 yd2 rem. surf.; 54 ea rem. inlets; 2 ea rem. of M.H.; 9,600 ft asph. pvmt. saw cut.; 5,867 yd3 exc.; 3,400 yd2 subgr. stab.; 17,500 yd2 geot.; 9,100 ft vid. inspect.; 102 ft culv. pipe; 8,905 ft strm. sew. pipe; 210 ft DI pipe; 6 ea sl. end sect.; 140 ft2 paved culv. end sl.; 53 ea conc. M.H.; 40 ea conc. inlets; 22 ea adj. box.; 1 ea con.to extg. str.; 2 ea adj. inlets; 47 ea fill. aband. str.; 10 ea adj. M.H.; 170 yd2 trnch. resurf.; 32,500 yd2 CPPR; 7,100 ton aggr. base; 17 ton emuls. asph. tack ct.; 9,100 ton ACP (200 ton PG 64-22 asph., 330 ton PG 76-22ER asph.), 1,020 yd2 asph. conc. pvmt. rep.; 50 ea asph. appr.; 1,800 ft2 asph. sl. pav.; 9,910 ft conc. curb; 1,300 ft2 conc. islands; 24,000 ft2 conc. drvwy.; 43,500 ft2 conc. walks; 700 ft2 valley gut. conc. surf.; 28 ea curb ramps; 1 ea conc. bus shltr. pads; 440 ft2 trunc. domes; 46,400 ft thermo. striping; 926 fbm wd. sign post; 1.2 yd3 conc. in sign sup.; 786.5 lb stl. in sign sup.; 553.8 ft2 signs; pole found.; lumin., lamps, & ball.; switch., cond., & wir.; light. poles & arms; 4 ea flash. beac. install.; 1 ea biorent. pond; 5.55 acre seed.; 20 yd3 mulch; 9 ea mlbx. sup.; 1 ea bus seats; 5 ea bus shltr.
