Laserfiche WebLink
TYPICAL FINISHED SECTION <br />STA. 0+00 - 155 + 25 <br />STA. 155 + 25 - 157 + 25 RT. <br />STA. 157+ 25 - 205 + 94.9 <br />TYPICAL HALF SECTION — ROCK CUT TYPICAL HALF SECTION — BITUMINOUS CURB <br />STA. 155 + 25 - 157 + 25 LT. <br />BITUMINOUS GRAVEL <br />A LINE - LT. B RT. B LINE - RT. <br />D LINE - LT. C LINE - RT. <br />E LINE - RT. F LINE - RT. <br />G LINE - LT. <br />*NOTE: SIDEROADS A -D 9E TO BE I I' WIDE a 21/2" THICK. <br />PROM= <br />NUMQ <br />S0894(5) <br />2.0 79 <br />STANDARD ABBREVIATIONS <br />C • 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 />/ ANGLE <br />APPROVED DETAIL DRAWINGS <br />ARE AS FOLLOWS <br />MORTAR RUBBLE MASONRY OR RIPRAP FOR CULVERTS CATTLE PASSF.NOAILLIE-2.4.3 <br />APRON ENDWALLS FOR CULVERT PIPE B PIPE ARCH <br />6-2.6.5 <br />CATTLE PASS (72") REINF. CONC. a C.M.P. (ALTERNATES) <br />6-7. 1.5 <br />MARKER POSTS S MARKER POSTS FOR RIGHT-OF-WAY <br />7-1.3.5 <br />CONSTRUCTION BARRICADE - <br />7-4.1.5 <br />DITCH CHECKS, MORTAR+RUBBLE MASONRY B SOD <br />6-1.3.1' <br />DESIGNS LAYOUT DETAILS FOR SIDEROADS AT GRADE INTERSECTIONS <br />9-1.1.4 <br />STRUCTURAL PLATE PIPE ARCH B CORRUGATED METAL PIPE ARCH <br />6-5.3.2• <br />STEEL PLATE BEAM GUARD B STEEL PLATE BEAM MEDIAN GUARD <br />7-2.4.12 <br />LANDMARK REFER[NCE MONUMENTS <br />12-1.1.2 <br />SODOM BACIM010i FLUME B INTERSEP'TING EMBANKMENT <br />6-2. 1.4 <br />GENERAL NOTES <br />ALL INTERSECTIONS SHALL BE TYPE "E" AS SHOWN ON <br />STANDARD DETAIL DRAWING 9-1.1.4 <br />NO TREES ARE TO BE REMOVED WITHOUT THE APPROVAL <br />OF THE ENGINEER. <br />SHRINKAGE VARIABLE ESTIMATED AT 0% -40%. <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 SLOPES <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 />\ <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 />DISTlif8UTION 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 />NO ROCK UNDERCUT WILL BE REQUIRED BELOW SUBGRADE EXCEPT <br />THAT WHICH IS NECESSARY TO DRAIN UNDRAINED POCKETS IN THE ROCK <br />SURFACE. <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 UNCLASSIFIED EXCAVATION. <br />EXACT LOCATION OF PRIVATE ENTRANCES WILL BE LOCATED BY THE <br />ENGINEER IN THE FIELD. <br />PUBLIC UTILITIES <br />WISCONSIN POWER B LIGHT CO. <br />MT. HOREB TELEPHONE CO. <br />MT. VERNON TELEPHONE CO. <br />i <br />