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TYPICAL FINISHED SECTION <br />STA. <br />321 + 42 <br />- 335 + 50 <br />STA. <br />340+ 50 <br />- 353+50 <br />STA. <br />360 + 50 <br />- 383 + 50 <br />STA. <br />374 + 50 <br />- 376 + 05 LT. <br />STA. <br />383 +- 50 <br />- 385 + 00 RT. <br />STANDARD ABBREVIATIONS <br />C • COMMON EXCAVATION <br />F • FILL <br />8 • 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.N.E.= LIMITED HIGHWAY EASEMENT <br />RP • FENCE POST <br />LN. • LINE S <br />APPROVED DETAIL DRAWINGS <br />ARE AS FOLLOWS <br />MORTAR RUBBLE MASONRY OR RIPRAP FOR CULVERT 8 CATTLE 1MSSSMIMAUS-2.4.i <br />r APRON ENDWALLS FOR CULVERT PIPE 8 PIPE ARCH {-2.{:7 <br />L STRUCTURAL PLATE PIPE ARCH 8 CORRUGATED METAL PIPE ARCH <br />_ - MARKER POSTS 8MARKER POSTS FOR RIGHT-OF-WAY <br />CONSTRUCTION BARRICADE 7-4.1.5 <br />_ _-DITCH CHECKS, MORTAR RUBBLE MASONRY 8 SOD <br />DESIGN 8 LAYOUT DETAILS FOR SIDEROADS AT GRADE INTERSECTIONS <br />d <br />o ----� <br />100 100 <br />BITUMINOUS CURB DETAIL <br />GENERAL NOTES <br />ALL INTERSECTIONS SHALLBE 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 ALSM <br />TO AN APPROXIMATE 4" DEPTH AT TIME OF PLACING. <br />ALL RIGHT-OF-WAY EXCLUSIVE OF THE ROADBED AND ARIAS <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 M -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 THE ENGINEER. <br />CURVE DATA BASED ON ARC DEFINITION. <br />ROCK SWELLED ION. <br />SHRINKAGE VARIABLE ESTIMATED AT 0;6 - 40%. <br />EXCAVATION BELOW SUBGRADEIS NOT USED TO BALANCE YARDAGE <br />AND IS NOT SHOWN ON THE CROSS -SECTIONS, BUT IS MEASURED AND f <br />PAID FOR AS COMMON EXCAVATION. <br />PUBLIC, UTILITIES <br />WISCONSIN POWER 6 LIGHT CO. <br />MT. VERNON TELEPHONE CO. <br />TYPICAL CROSS SECTION <br />FOR <br />30 FT. ROADBED <br />C.T.H. "A" S0894(6) <br />SCALE AS NOTED <br />TYPICAL HALF SECTION - ROCK CUT TYPICAL HALF SECTION - BITUMINOUS CURB <br />STA. 335 + 50 - 340 + 50 STA. 374 + 50 - 376+ 05 RT. <br />STA. 353+ 50 - 360+ 50 STA. 383+ 50 - 385+00 LT. <br />