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ROUNDING - <br />2.\ <br />ROUNDII <br />T ` m� Mme: <br />11 S 0255(21 2.0 <br />SALVAGED TOPSOIL 21J2" ROAD M I X <br />FERTILIZE 5 SEED- <br />BITlIIIIIVOUS MAT = <br />POINT REFERRED TO ON PROFILE <br />VAR. .o' 6.0 a.o' _ It.o' 11.0' 40 6.0, SALVAGED TOPSOIL STANDARD ABREVIATIONS <br />5' STD.INMi. FERTILIZE &SEED <br />,1 <br />,LVAGED TOPSOIL, <br />RTILIZE St SEED <br />2r <br />EXISTIN 3' Sk 4' S.W. <br />Z.d' <br />NO TREES TO BE REMOVED WITHOUT THE APPROVAL <br />UNCL-= <br />UNCLASSIFIED EXCAVATION <br />SHRINKAGE VARIABLE, ESTIMATED AT 0 TO 30%. <br />THE EXACT LOCATION OF PRIVATE ENTRANCES <br />F = <br />FILL <br />TO BE DETERMINED IN THE FIELD. <br />ROUNDING <br />B = <br />BORROW <br />ALL RIGHT OF WAY EXCLUSIVE OF THE ROADWAY AND <br />m <br />/GRAVEL OR 'CRUSHED <br />OP.' O.Ot3 FT/FT <br />� _A <br />k <br />SHALL BE FERTILIZED AND SEEDED <br />STONE BASE COURSE <br />V GRANULAR <br />i <br />TYPICAL_ CROSS SECTION <br />FOR <br />SUB- BASE COURSE <br />CROSS PLAINS — U.S.H. <br />12 ROAD <br />TYPICAL ,FINISHED <br />RURAL SECTIO <br />PROJECT S <br />0 2 5 5 (2) <br />STA.340+90 TQ <br />STA. 369+10 <br />NOTE BITUMINOUS SURFACING NOT A PART <br />APPROVED DETAIL DRAWINGS <br />OF TH I t CONTRACT <br />1-3.1.1 <br />PRIVATE ENTRANCES AND SIDE ROAD APPROACHES' <br />• _ <br />6-2. <br />5.1 <br />RIPRAP AT S.R. CULVERTS 8► RIPRAP OR SOD AT P.E. CULVERTS' <br />T-1. <br />3.3 <br />MARKER POSTS AND MARKER POSTS FOR RIGHT OF WAY J <br />7-4. <br />1.2 <br />CONSTRUCTION BARRICADE <br />6-2 <br />1.2 <br />SOD BACKSLOPE FLUME a INTERCEPTING EMBANKMENT., <br />6-2 <br />4.2 <br />RIPRAP FOR CULVERTS., <br />C <br />9-1 <br />1.3 <br />DESIGN AND LAYOUT DETAILS FOR SIDE ROADS AT <br />GRADE INTERSECTIONS <br />2* ROAD MIX <br />BITUMINOUS MAT ^-� <br />POINT REFERRED TO ON PROFILE <br />SALVAGED TOPSOIL. <br />' R 10.0 <br />3.0 �0' 3.2 VA <br />16 VAR 3.2JZ <br />FERTILIZE 8 SEED <br />MBI. <br />0 $T�0" <br />mi <br />4=1 <br />ROUNDING <br />k <br />1011 4 GRAVEL OR CRUSHED I x <br />STONE BASE COURSE <br />TYPE OF SURFACING TO MATCH EXISTING SURFACE <br />TYPICAL. FINISHED SIDE ROAD SECTION <br />21/2" 81TUMh� <br />OPE = 0.015 FT. <br />OR CRUSH <br />c0! iocc <br />TYPI <br />.d `„!LED BITUM' <br />- FINISHED UR,8AN SECTION <br />SALVAaQ TOPSOIL_ <br />FERTILIZ a SEED <br />�2., <br />ROU <br />GENERAL• NOTES <br />NO TREES TO BE REMOVED WITHOUT THE APPROVAL <br />OF THE ENGINEER. <br />SHRINKAGE VARIABLE, ESTIMATED AT 0 TO 30%. <br />THE EXACT LOCATION OF PRIVATE ENTRANCES <br />TO BE DETERMINED IN THE FIELD. <br />ALL CUT 81 FILL SLOPES SHALL BE COVERED WITH <br />4” OF SALVAGED TOPSOIL AS DIRECTED BY THE ENGINEER. <br />ALL RIGHT OF WAY EXCLUSIVE OF THE ROADWAY AND <br />AREAS ALREADY COVERED WITH SUITABLE GRASSES <br />SHALL BE FERTILIZED AND SEEDED <br />i <br />TYPICAL_ CROSS SECTION <br />FOR <br />CROSS PLAINS — U.S.H. <br />12 ROAD <br />COUNTY TRUNK HWY. "P" <br />DANE COUNTY <br />PROJECT S <br />0 2 5 5 (2) <br />