STH92-NEW-GLARUS-STH92RD_T032-1(3)--T032-1(4)_3A

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DETAIL SUMMARY SHEET OF MISCELLANEOUS QUANTITIES CLEARING STATION GRUBBING TSO. YD. STATION TO STATION TOMO STA. STATION TO STATION TION STA. 2+00 -6+00 - 4 - 2+00-6+00 R 4 8+00 - 10+00 -176+00.--- 2 8+00 - 10+00 _ 2 10A+00 - 12A+00 54_+00 - 55+00 S.R. 2 1 _ I0A+00 - 12A+00 54+00 - 55+00 S.R. _2_ 1 87+00 - 88+00 - 1 147+00 - N8+00 256+ SO 1 _89+00 -90-+00-. - I 217+00 - 219+00 R 2 100+00 -103+00 _ 3t= 57+00 - 262+00 -M+-60 293+00 S 147+00 -148+00 _002t9 _ 1_ - 279+00 L 1 +00 - 332+00 281+ 00 - 286+00 5 256+00 - 262+00 676+00 -320+00 Wt 5 278+00 -286+00 8- 298+00 - 299+00 1 303+00 - 3M+00 276 +00 - 356 +00 - -3 ------ --- - ----- - SALVAGED TOPSOIL STATION TO STATION TSO. YD. 9+00 -12+00 R 800 116+30 - 120+00 R 1300 58+00 -151+00 R 4100 159+50 -176+00.--- R 4700 185+00 - 195+00-- R 2700 236+00 -239+001 500 256+ SO =259+00 L 900 --267+0_0 R 800 -262+00 286+00 -297+00 R 1500 293+00 -300+00 L 9_00 321+00 - 328_+00 L 4600_ 328+00 - 332+00 R 1600 INTERCEPTING EMBANKMENT STATION TO STATION SIBS LIN. FT. 283+00 -300+00 LG 1700 T 032 113) _I - T032-4114) I 3A MARKER POSTS FOR REMOVING PAVEMENT SODDING OBLITERATING OLD ROAD PIPE C U L V E R T S ------_.. __ _-- - _ ---- - - ----- -SHOULDER DELINEATION STATION TO STATION S. V. STATION TO STATION SIDE EMO. (LUNE STATION TO STATION STA. STATION TO STATION SIDE NO. "� z.•�wn DIA s.Y. ty. 11+00____ R 843 9+00 - 25 +00 L 17 1 +50 - 7 + 50 L 7 22 + 00 36 80 C p ✓_ _ 3.2 2 7+00 - 25+OOL 3800 6+00 R 42 183+00 - 184+50 L 2 SIDE ROAD 'A' 4 25 +_40 24 78 C P. ✓ _ 2A- Y _ __ 186+00R - 257t00R I5500 11+00 R 53 N 186+00 - 225+00 R 40 SIDE ROAD "B' 8 27+00 - 36 90 C P. ✓ 40- 2 160+00 -184+DOL 600 116+50 -119+50 R 270 /- 225+00 - 257+00 R 34 a SIDE ROAD' 4 I4A+ 40 24 46 C P. ✓ S.R. 2A 2 ISE+64 - ISE +82 115 O 116+50 R 83 20E +25 + 35 22E+25 R P O 23050-2+50 L 6 2PES 30 18 60 C.P. P,E.P.E. 2.8 119+50 R 56 257+00 -275+00 R 20 ti" 57+90 36 120 C.P. ✓ 3.6 2 3+0+00 -333 +20.3L 5670 256+00 - 267+00 L 980 - 302+00 -321+00 L 23 SIDE ROAD "E" L 12 64+60 24 80 C.P. ,/ 2.4 2 256+00 L 80 - 66 +-40---- -24 P. 80 C ✓ 2.4 2 - - - -- - 261+00 _ _ L _ 56 - SIDE ROAD "F -L .. - 23 - - 79 + 67 30 8_0 _ QP. 3.0 - 2 -- - 267+00 -- - L 70 SIDE ROAD V L 16 85_+ 86 60 104 C P. - ✓-- - 13.6 2 278+00 - 285+00 R 625 314 +50 - 315 + 50 R 3 _ 105+20 48 100 C P. ✓ 5 2 2 278+00 R 56 SIDE ROAD i," R 4 2PE'SJ)40' t8 so C.P. P.E.PE. 2.8 - 281 +D0- R 83 320 + 50 - 322 + 50 R 5 121+30 60 90 C.P. ✓ 13.8 2 294+50 R 70 _ 154+00 54 72 C.P. ✓ 11.6 2 283 +00 - 300+00 L Ity SIS RIPRAP(CHANNEL CHANGE) 283+0o L 7o CABLE GUARD FENCE STEEL PLATE BEAM GUARD (CLASS V) 0 289+00 L 70 1- 196+00 36 72 C.P. ✓ 4.0 2 ',.. STATION SIBS C. Y. 296+00 L 97 STATION TO STATION LIN. STATION TO STATION SIDE LIN. - _-- A. 300 + 00 - - - L 70 fr. "es POSTS FT. 200+00 36 84 C. P. -7--------i-22 _4 53 + 30 R 4,5 243+14 -245+70 L 256 2 I 37+08.5 - 37+75 R 66.5 203+00 24 100 C. P. ✓ 2.4 2 59 +30 R 4.5 244+74 -245+70 R 96 2 1 37+08,5 - 37+75 L 66.5 209+00 24 64 C. P. ✓ 2A Y r� ---- - - - - _ _ - - _ - IN 89 t 40 R T.4_ _ _ . _ _. _ . i 247+30 - 248+95.6 L 166 1 - 38 + 05 - 38 + 71.5 R 66.5 217 + 00 36 71 C. P ✓ 4.0 2_ - - 90 +80 L 11.0 I2 247+30 - 248+956 R 166 1 1 j 38 + 05 - 38 +71.5 L 66.3 219 + -- 24 80 C. P. ✓ 2.4 2 - ---- - - - --- - -® - -- - 120 t 15 P. E. L 25.0 I- 248+9516 - 256 +00 L 704 4 1 N�r' 88+54 - 89+70 R 116 224+00 00 36 86 C P. ✓ 4 4 2 - -- - - __.256+50 R 754 4 - 1- 88+74 - 89+90 L 116 232 + 00 36 98 C. P. ✓ 4A 2 273+00 - 275 +72 L 272 2 I 90+70 - 91 +86 R 116 240+ 00 24 98 C.P. ✓ 2.4 2 .. 274+80 -277+20 R 240 2 I 90+90 - 92406 L 116 - - - N 277+00_- 284 +08 L 708 4 1 5 PES () 30' 18 150 C. P. P.E. PE 7.0 0 301+20 - 305+20 L 400 2 I 6PE'S® 40' 18 240 C. P. P.E.PE. 8.4 - - MORTAR RUBBLE MASONRY - - - -- - - - - 301 +00 - 305 +64 R 464 2 1 252 +07 72 2 at 200 C P. ✓ 42.0 2 271+45 60 110 C.P. ✓ 13.3 2 STATION C.Y. __. -----. - ... _ - ---- - - - 274.+ 50 42 50 C.P. RI - 160 t 15 25 - a 21F + 82 48 102 C. P. ✓ gR 5b 2 -- '3 -17 + 59 -- - -- --9 - ---- - -- -- - _ _ _ _ _ - - - - 284 + 30 24 100 C P. ✓ - 2.3 2- ' 5 5 +00 43 N" 303 + 00 42 226' ✓ 4.4- 2 15 + 00 34 - - 315 + 00 24 102 C.P.✓ 2.3 2 1- I2 1 t 20 37 322.-+-00..-._-.24 114 C.P. ✓ 2.3 2 181 t 00 34 _ - - 327 + -00 24 92 C_P. _ ✓ - - . 2.4 2 -- - - - - - _ - r -- - 197 + 00 34 3 PE' S (a 40 18 120 C. P. PE.P.E. 4.4 3 1 350 + 50 24 7 226 t 00 2 C P. ✓ $R 2A 2 _ - -. - - ------ 243 t 50 31 ---- __. ' 271 + 55 34 M NOTE: QUATITIES INCLUDE WALK,53 t 00 72 74 E ✓ 2 -- - - - w ✓ AT IIS t 00 72 74 CATTLE PASSES 2 121 + 20 72 80 " ✓ - N 160 t 15 72 72 ✓ 2 0 181 +00 72 72 " ✓ 2 -- 197 +00 72 76 ✓ 2 226 +00 72 66 ✓ 2 243 +50 72 66 ✓ 2 271 +55 72 92 ✓ M 0 1-'_..-- G; 1+50 - 11+00 R_ 950 116+50-119+50 R300 256+00 - 267+00 L_ 1100_ 278+00 - 285+00 R 700 283+00 -300+00 LG 1700 T 032 113) _I - T032-4114) I 3A MARKER POSTS FOR REMOVING PAVEMENT SODDING OBLITERATING OLD ROAD PIPE C U L V E R T S ------_.. __ _-- - _ ---- - - ----- -SHOULDER DELINEATION STATION TO STATION S. V. STATION TO STATION SIDE EMO. (LUNE STATION TO STATION STA. STATION TO STATION SIDE NO. "� z.•�wn DIA s.Y. ty. 11+00____ R 843 9+00 - 25 +00 L 17 1 +50 - 7 + 50 L 7 22 + 00 36 80 C p ✓_ _ 3.2 2 7+00 - 25+OOL 3800 6+00 R 42 183+00 - 184+50 L 2 SIDE ROAD 'A' 4 25 +_40 24 78 C P. ✓ _ 2A- Y _ __ 186+00R - 257t00R I5500 11+00 R 53 N 186+00 - 225+00 R 40 SIDE ROAD "B' 8 27+00 - 36 90 C P. ✓ 40- 2 160+00 -184+DOL 600 116+50 -119+50 R 270 /- 225+00 - 257+00 R 34 a SIDE ROAD' 4 I4A+ 40 24 46 C P. ✓ S.R. 2A 2 ISE+64 - ISE +82 115 O 116+50 R 83 20E +25 + 35 22E+25 R P O 23050-2+50 L 6 2PES 30 18 60 C.P. P,E.P.E. 2.8 119+50 R 56 257+00 -275+00 R 20 ti" 57+90 36 120 C.P. ✓ 3.6 2 3+0+00 -333 +20.3L 5670 256+00 - 267+00 L 980 - 302+00 -321+00 L 23 SIDE ROAD "E" L 12 64+60 24 80 C.P. ,/ 2.4 2 256+00 L 80 - 66 +-40---- -24 P. 80 C ✓ 2.4 2 - - - -- - 261+00 _ _ L _ 56 - SIDE ROAD "F -L .. - 23 - - 79 + 67 30 8_0 _ QP. 3.0 - 2 -- - 267+00 -- - L 70 SIDE ROAD V L 16 85_+ 86 60 104 C P. - ✓-- - 13.6 2 278+00 - 285+00 R 625 314 +50 - 315 + 50 R 3 _ 105+20 48 100 C P. ✓ 5 2 2 278+00 R 56 SIDE ROAD i," R 4 2PE'SJ)40' t8 so C.P. P.E.PE. 2.8 - 281 +D0- R 83 320 + 50 - 322 + 50 R 5 121+30 60 90 C.P. ✓ 13.8 2 294+50 R 70 _ 154+00 54 72 C.P. ✓ 11.6 2 283 +00 - 300+00 L Ity SIS RIPRAP(CHANNEL CHANGE) 283+0o L 7o CABLE GUARD FENCE STEEL PLATE BEAM GUARD (CLASS V) 0 289+00 L 70 1- 196+00 36 72 C.P. ✓ 4.0 2 ',.. STATION SIBS C. Y. 296+00 L 97 STATION TO STATION LIN. STATION TO STATION SIDE LIN. - _-- A. 300 + 00 - - - L 70 fr. "es POSTS FT. 200+00 36 84 C. P. -7--------i-22 _4 53 + 30 R 4,5 243+14 -245+70 L 256 2 I 37+08.5 - 37+75 R 66.5 203+00 24 100 C. P. ✓ 2.4 2 59 +30 R 4.5 244+74 -245+70 R 96 2 1 37+08,5 - 37+75 L 66.5 209+00 24 64 C. P. ✓ 2A Y r� ---- - - - - _ _ - - _ - IN 89 t 40 R T.4_ _ _ . _ _. _ . i 247+30 - 248+95.6 L 166 1 - 38 + 05 - 38 + 71.5 R 66.5 217 + 00 36 71 C. P ✓ 4.0 2_ - - 90 +80 L 11.0 I2 247+30 - 248+956 R 166 1 1 j 38 + 05 - 38 +71.5 L 66.3 219 + -- 24 80 C. P. ✓ 2.4 2 - ---- - - - --- - -® - -- - 120 t 15 P. E. L 25.0 I- 248+9516 - 256 +00 L 704 4 1 N�r' 88+54 - 89+70 R 116 224+00 00 36 86 C P. ✓ 4 4 2 - -- - - __.256+50 R 754 4 - 1- 88+74 - 89+90 L 116 232 + 00 36 98 C. P. ✓ 4A 2 273+00 - 275 +72 L 272 2 I 90+70 - 91 +86 R 116 240+ 00 24 98 C.P. ✓ 2.4 2 .. 274+80 -277+20 R 240 2 I 90+90 - 92406 L 116 - - - N 277+00_- 284 +08 L 708 4 1 5 PES () 30' 18 150 C. P. P.E. PE 7.0 0 301+20 - 305+20 L 400 2 I 6PE'S® 40' 18 240 C. P. P.E.PE. 8.4 - - MORTAR RUBBLE MASONRY - - - -- - - - - 301 +00 - 305 +64 R 464 2 1 252 +07 72 2 at 200 C P. ✓ 42.0 2 271+45 60 110 C.P. ✓ 13.3 2 STATION C.Y. __. -----. - ... _ - ---- - - - 274.+ 50 42 50 C.P. RI - 160 t 15 25 - a 21F + 82 48 102 C. P. ✓ gR 5b 2 -- '3 -17 + 59 -- - -- --9 - ---- - -- -- - _ _ _ _ _ - - - - 284 + 30 24 100 C P. ✓ - 2.3 2- ' 5 5 +00 43 N" 303 + 00 42 226' ✓ 4.4- 2 15 + 00 34 - - 315 + 00 24 102 C.P.✓ 2.3 2 1- I2 1 t 20 37 322.-+-00..-._-.24 114 C.P. ✓ 2.3 2 181 t 00 34 _ - - 327 + -00 24 92 C_P. _ ✓ - - . 2.4 2 -- - - - - - _ - r -- - 197 + 00 34 3 PE' S (a 40 18 120 C. P. PE.P.E. 4.4 3 1 350 + 50 24 7 226 t 00 2 C P. ✓ $R 2A 2 _ - -. - - ------ 243 t 50 31 ---- __. ' 271 + 55 34 M NOTE: QUATITIES INCLUDE WALK,53 t 00 72 74 E ✓ 2 -- - - - w ✓ AT IIS t 00 72 74 CATTLE PASSES 2 121 + 20 72 80 " ✓ - N 160 t 15 72 72 ✓ 2 0 181 +00 72 72 " ✓ 2 -- 197 +00 72 76 ✓ 2 226 +00 72 66 ✓ 2 243 +50 72 66 ✓ 2 271 +55 72 92 ✓ M 0 1-'_..-- G;