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rIC~n C! lU UJ:U..~cf flC`J'l.t'7- CfIs li1CC1 111s l, lt. <br />21. <br />Lime material. <br />542 TN <br />22. <br />8" Lime stabilized subbase (8%). <br />21,515 SY <br />23. <br />S" Asphalt (Type B) base. <br />16;915 SY <br />24. <br />2" Asphalt (Type D) wearing surface. <br />15,664 SY <br />25. <br />10" Concrete paving. <br />4,178 SY <br />26. <br />Curb and gutter. <br />3,510 LF <br />27. <br />Pavement markings. <br />1 LS <br />28. <br />Relocation existing fire hydrant. <br />1 EA <br />29. <br />10 x 6" Tapping sleeve and valve. <br />1 EA <br />30. <br />10 Y 8" Tapping sleeve and valve. <br />1 EA. <br />31. <br />8" x S" Tapping sleeve and valve. <br />1 EA <br />32. <br />Ductile iron fittings. <br />0.14 TN <br />33. <br />8" C-900 DR 18 PVC water main. <br />293 LF <br />34. <br />Standard 4' diameter rnlnhole (0'-6'). <br />2 EA <br />35. <br />Additional ma.nhole depth (over 6'). <br />4.5 VF <br />36. <br />SDR 35 PVC gravity sewer. <br />325 LF <br />37. <br />0'-5' Trenching, backf'ill, and cleanup. <br />212 LF <br />38. <br />5'4' Trenehing, backf ll, and cleanup. <br />53 LF <br />39. <br />Trench protection. <br />2,317 LF <br />40. <br />12" Road bore. <br />60 LF <br />41. <br />12" Steel encasement - road bore. <br />110 LF <br />42. <br />14" Road bore. <br />60 LF <br />43. <br />14" Steel encasement - road bore. <br />110 LF <br />r•- <br />~ ly9 s-' <br />s L/ oZy <br />U <br />777 ~ <br /> <br />0 <br />~ r <br />s sZ <br />U <br />s <br />zi 2s6 ~ <br />s 13%- <br />s S 630 <br />s /4-5~00 <br />$ 2 yy ~ <br />~vy ~ <br />~ZU~~ <br />$ ao= <br />$ <br />~ <br />pa <br />s Z~ba~ <br />s zv <br />$~pZ-- <br />~ -7 30 <br />~ Z3~2 <br />$ ~7 3r <br />$ 1 5q7 ~ <br />$ J/ so <br />$ 6D~ So <br />O~ <br />2317=- <br />$ lI`~' <br />$ C~~yv <br />$ 13~ ~ <br />> <br />$ ~~oo = <br />~ <br />14 <br />. 3.32 <br />2 <br />