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0.01 <br />r <br />TYPICAL FINISHED SECTION <br />STA. 0+00- 78+05.7 SEC. I <br />STA. 16 + 20 - 41 + 67.0 SEC, 2 <br />STA. IA + 00 - 5A + 43 RT <br />NTERL <br />RA <br />CRUS <br />TYPICAL HALF SECTION - ROCK CUT <br />STA. 60 + 50 - 68 + 50 SEC. I <br />STANDARD ABBREVIATIONS <br />Ca COMMON EXCAVATION <br />F • FILL <br />B • BORROW <br />R= ROCK EXCAVATION <br />E.B.S. = EXCAVATION BELOW SUBGRADE <br />C.P. = CULVERT PIPE <br />F.I.S.= FOUND IRON STAKE <br />L.H.E.= LIMITED HIGHWAY EASEMENT <br />F. P. = FENCE POST <br />LN. • LINE <br />0 ANGLE <br />APPROVED DETAIL DRAWINGS <br />ARE AS FOLLOWS <br />APRON ENDWALLS FOR CULVERT PIPE 8 PIPE ARCH <br />S-2.6.6 <br />TOTAL <br />CATTLE PASS (72") REINF. CONC. 8 C.M.P. (ALTERNATES) <br />rwwm=«ar <br />sli <br />MARKER POSTS 8 MARKER POSTS FOR RIGHT-OF-WAY <br />7-1.3.3 <br />50254(5) <br />STEEL PLATE BEAM GUARD 8 STEEL BEAM MEDIAN GUARD <br />7-2.4.13 <br />5931-70,71,72 <br />7-4. <br />1.5 <br />DITCH CHECKS, MORTAR RUBBLE MASONRY 8 SOD <br />9-1.3.1 <br />SODDED BACKSLOPE FLUME 8 INTERCEPTING EMBANKMENT <br />5-2.1.4 <br />STANDARD ABBREVIATIONS <br />Ca COMMON EXCAVATION <br />F • FILL <br />B • BORROW <br />R= ROCK EXCAVATION <br />E.B.S. = EXCAVATION BELOW SUBGRADE <br />C.P. = CULVERT PIPE <br />F.I.S.= FOUND IRON STAKE <br />L.H.E.= LIMITED HIGHWAY EASEMENT <br />F. P. = FENCE POST <br />LN. • LINE <br />0 ANGLE <br />APPROVED DETAIL DRAWINGS <br />ARE AS FOLLOWS <br />APRON ENDWALLS FOR CULVERT PIPE 8 PIPE ARCH <br />S-2.6.6 <br />CATTLE PASS (72") REINF. CONC. 8 C.M.P. (ALTERNATES) <br />6-7.1.5 <br />MARKER POSTS 8 MARKER POSTS FOR RIGHT-OF-WAY <br />7-1.3.3 <br />STEEL PLATE BEAM GUARD 8 STEEL BEAM MEDIAN GUARD <br />7-2.4.13 <br />CONSTRUCTION BARRICADE <br />7-4. <br />1.5 <br />DITCH CHECKS, MORTAR RUBBLE MASONRY 8 SOD <br />9-1.3.1 <br />SODDED BACKSLOPE FLUME 8 INTERCEPTING EMBANKMENT <br />5-2.1.4 <br />DESIGN 9 LAYOUT DETAILS FOR SIDEROADS AT GRADE INTERSECTIONS <br />9- I. <br />I.5 <br />GENERAL NOTES <br />ALL INTERSECTIONS SHALL BE TYPE "C' AS SHOWN ON <br />STANDARD DETAIL DRAWING 9-1.1.5 <br />NO TREES ARE TO BE REMOVED WITHOUT THE APPROVAL <br />OF THE ENGINEER. <br />THE EXACT LOCATION OF PRIVATE ENTRANCES TO BE <br />DETERMINED IN THE FIELD BY THE ENGINEER. <br />SALVAGED TOPSOIL TO BE PLACED ON ALL CUT AND FILL SLOP <br />TO AN APPROXIMATE 4" DEPTH AT TIME OF PLACING. <br />ALL RIGHT-OF-WAY EXCLUSIVE OF THE ROADBED AND AREAS <br />ALREADY COVERED WITH SUITABLE GRASSES SHALL BE FERTILIZED <br />AND SEEDED. <br />WHEN THE QUANTITY OF THE ITEMS OF SUBBASE, BASE OR <br />SURFACE COURSE IS MEASURED FOR PAYMENT BY THE TON OR CU. YD., <br />THE DEPTH OR THICKNESS OF THE COURSE SHOWN ON THE PLANS <br />IS APPROXIMATE AND THE ACTUAL THICKNESS WILL DEPEND ON THE <br />DISTRIBUTION OF THE MATERIAL AS DIRECTED BY THE ENGINEER. <br />BEARINGS SHOWN ON THIS PLAN ARE MAGNETIC. <br />ALL EXISTING UTILITIES TO BE ADJUSTED BY UTILITY <br />CONCERNED. <br />NO TREES ARE TO'BE REMOVED FROM LIMITED HIGHWAY <br />EASEMENTS WITHOUT APPROVAL OF PROPERTY OWNER. <br />CURVE DATA BASED ON ARC DEFINITION. <br />ROCK.SWELL'ED' 10%' <br />SHRINKAGE AfARIABLE'ESTJMATED, -AT pp `°� 40%.. <br />EXCAVATION BELOW SUBGRADE IS NOT US TO BALANCE YARDAGE AND IS <br />NOT SHOWN ON THE CROSS-SECTK)Ni, BuT 1S MEASURED AND PAID FOR AS <br />COMMON EXCAVATION. ' <br />ROCK EXCAVATION SHALL .BE PLACED IN ROADWAY EMBANKMENTS <br />AT RANDOM- LOCATIONS, ALONG CHANNEL CHANGE AS DIRECTED BY THE <br />ENGINEER. <br />PUBLIC UTILITIES <br />WISCONSIN POWER B LIGHT CO. <br />UNITED TELEPHONE CO. <br />SIT. VCRNON TELEPHONE CO. <br />0 <br />