01 1 EA 45 LF OF #19-L2 (12'-11" SPAN X 6'-0" RISE) ALUMINUM BOX CULVERT WITH SPECIAL .150" THICK INVERT 5.0' MAX COVER - SPECIAL DESIGN HL-93 LOADING OPEN END AREA: 66.6 SF PROPOSED ELEVATIONS: EP OUT= 100.22 BM& ℄ ROAD= 100.00 EP IN= 99.42 TOP HW IN= 98.88 TOP HW OUT= 99.55 TOP ALBC= 95.55 INV STREAM= 90.55 INV ALBC= 89.55; 02 1 EA 44'-4" OF 72" DIA, 10 GAGE, 3"X1" ALUMINUM PIPE WITH FLANGED & GASKETED JOINTS MIN COVER= 18" HL-93 LOADING PROPOSED ELEVATIONS: TOP ℄ ROAD= 100.34 EP IN= 100.34 EP OUT= 100.03 BM= 100.00 TOP HW= 99.00 TOP OF PIPE= 97.50 INV STREAM OUT= 92.07 INV NEW PIPE= 91.50; 03 1 EA 47 LF OF 102" DIA 8 GAGE, 3"X1" ALUMINUM PIPE WITH FLANGED & GASKETED JOINTS MIN COVER= 2.0' HL-93 LOADING PROPOSED ELEVATIONS: ℄ = 100.00 TOP HW= 98.69 TOP PIPE IN= 96.19 TOP PIPE OUT= 94.19 INV OLD IN= 89.19 INV NEW IN= 87.69 INV OLD OUT= 86.19 INV NEW OUT= 85.69; 04 1 EA 45 LF OF 10'-3" SPAN X 6'-9" RISE .150" THICK ALUMINUM PLATE PIPE ARCH MIN COVER= 2.5' HL-93 LOADING PROPOSED ELEVATIONS: ℄ ROAD= 100.10 BENCHMARK= 100.00 EP IN= 100.02 TOP HW IN= 98.70 TOP HW OUT= 98.95 TOP PIPE= 96.95 INV STREAM= 91.09 INV PIPE= 90.20; 05 1 EA John Heath Rd - 60 LF OF 112" X 75", 8 gage, 3" X 1" ALUMINUM PIPE WITH LIFTING EYES IN (2) 30' SECTIONS WITH FLANGED JOINT IN THE MIDDLE (NO HEADWALLS)
