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TYPICAL FINISHED SECTION <br />STA. 205 +94.4 - 258+ 50 <br />STA. 262 +50 - 282+ 50 <br />STA. 28B + 50 - 301 + 50 <br />STA. 305 + 50 - 333+ 11.6 <br />FERTIL <br />TYPICAL HALF SECTION - ROCK CUT <br />STA. 259 + 20 - 262 + SO <br />STA. 282 + 50 - 288 + 50 <br />STA. 301 + 50 - 305 + 50 <br />2.2, <br />,INE <br />CENTERLINE <br />i <br />.juin •........,�� ... ....-.. _..-..._...__ __.-_ <br />VAR IIV I0.0' <br />VAR. <br />MIN. 2' <br />P INT REFERRED TO <br />" BITUMINOUS MAT ON PROFILE <br />_� SLOPE 0.010 rl.ir�. i <br />4.1 i� CRUSHED AGGREGATE BASE COURSE <br />Z\IZ MP TYPICAL FINISHED SECTION FOR <br />SIDEROADS <br />BITUMINOUS GRAVEL <br />L LINE - LT.* 10.0' J LINE - LT <br />4"SALVAGED TOPSOIL M LINE - RT. K LINE - RT. <br />N LINE - RT. <br />NN LINE - RT. <br />PWANIW I �� <br />S0254(6) <br />5565 - 2 - 7 <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.H.E.- LIMITED HIGHWAY EASEMENT <br />F P - FENCE POST <br />LN. - LINE <br />APPROVED DETAIL DRAWINGS I. <br />ARE AS FOLLOWS t <br />MORTAR RUBBLE MASONRY OR RIPRAP FOR CULVERT B CATTLE PNSSBIBIRUf-2.4.5 <br />APRON ENDWALLS FOR CULVERT PIPE B PIPE ARCH 6-2.6.7' <br />STRUCTURAL PLATE PIPE ARCH B CORRUGATED METAL PIPE ARCH <br />MARKER POSTS B MARKER POSTS FOR RIGHT-OF-WAY <br />CONSTRUCTION BARRICADE 7-4.1.9. <br />DITCH CHECKS, MORTAR RUBBLE MASONRY B SOD <br />DESIGNS LAYOUT DETAILS FOR SIDEROADS AT GRADE INTERSECTIONS -i. 1. - <br />LANDMARK REFERENCE MONUMENTS - I41-1:4.44 <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. YO., <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 KNHWAY <br />EASEMENTS WITHOUT APPROVAL OF THE ENGINEER. <br />CURVE DATA BASED ON ARC DEFINITION. <br />ROCK SWELLED IDX <br />SHRINKAGE VARIABLE ESTIMATED At 0% - 40%. <br />EXCAVATION BELOW SUBGRADE IS NOT USED TO BALANCE YARDAGE <br />AND IS NOT SHOWN ON THE CROSS-SECTIONS, BUT IS MEASURED AND <br />PAID FOR AS COMMON EXCAVATION. <br />PUBLIC UTILITIES <br />WISCONSIN POWER ii LIGHT CO. <br />MT. VERNON TELEPHONE CO. - <br />TYPICAL CROSS SECTION <br />FOR <br />34 FT. ROADBED <br />C.T.H. "A" S0254(6) <br />SCALE AS NOTED <br />n <br />