01 1 EA 45 LF OF 10'-3" SPAN X 6'-9" RISE, .200" THICK WITH TYPE IV RIBS @ 27" O.C. MIN COVER= 2.0' HL-93 LOADING PROPOSED ELEVATIONS: EP OUT= 100.00 EP IN= 99.65 TOP HW IN= 98.75 TOP HW OUT= 98.41 TOP OF PIPE IN= 97.25 TOP OF PIPE OUT= 97.25 * INV STREAM IN= 94.60 INV PIPE IN= 90.50 INV STREAM/PIPE OUT= 85.50 * STREAM FILLED IN BY STORM DRAWINGS ARE LOCATED IN SECTION 5.1 SPECIFICATIONS OLD FORT RD, Lat/Long 35.55827, - 82.31712 $ $ 02 1 EA 45 LF OF 11'-5" SPAN X 7'-1" RISE .175" THICK WITH TYPE 4 RIBS @ 27" O.C. 2.0' MIN COVER HL-93 LOADING PROPOSED ELEVATIONS: ℄ ROAD= 100.00 TOP HW= 99.00 TOP PIPE IN= 97.75 TOP PIPE OUT= 97.75 INV STREAM IN= 92.50 INV STREAM OUT= 91.20 INV PIPE IN/OUT= 90.67 DRAWINGS ARE LOCATED IN SECTION 5.1 SPECIFICATIONS GREEN VALLEY RD, Lat/Long 35.632285, - 82.729643 $ $
