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I-- GENTERLINE <br />5'-6" 2B'- O" 5'-6" TOPSOIL & SEEDING _ <br />14'-0" 1 4' - 0" 2•-2„ <br />.;� ROU N DIN G <br />4'-0" 3'-0" 11'-0" II._0.. 3,_O" z•D, <br />TOPSOIL B SEE POINT REFERRED TO ON PROFILE✓ MIN' <br />2" BITUMINOUS MAT 3'_ 4 VARABLE of <br />MIN 3' <br />1 SLOPE <br />4 - <br />pE <br />SAO <br />ROUNDING <br />ROUNDING y' <br />COUNTY <br />AND <br />HIGHWAY <br />R UTE <br />A D <br />SEC 'ON <br />2 -2 - <br />y;. <br />HUN <br />13.6 <br />249.0 <br />j <br />13.2 Y�1S. <br />5 N <br />2 <br />VARIABLE VARBLE <br />2' -4 -MIN. <br />yl` <br />9• <br />TRAFFIC BOUND BASE COURSE <br />SAND GRAVEL FILL SLOPE 1/4 -PER. FT. <br />�•— <br />2" <br />STA.248+58.0 TO STA.400r50 — STA. 417+43.8 TO STA. 426+00 <br />4"SALVaGEO <br />_ STA.453+00 <br />TO STA. 544+88.6 <br />TOP Soll <br />3" <br />HALF SECTION IN FILL <br />HALF SECTION IN EARTH CUT <br />TYPICAL <br />FINISHED SECTION <br />NOTE: BITUMINOUS SURFACING <br />NOT A PART OF THIS PROJECT <br />TOPSOIL 8 <br />SEEDING <br />I <br />�- CENTERLINE <br />28'- O" 4'- 11 " <br />COUNTY <br />AND <br />HIGHWAY <br />R UTE <br />A D <br />SEC 'ON <br />CLASS LYO AGREEMENT FEDERAL <br />STAiE FEDERAL OOFFICE <br />y;. <br />HUN <br />13.6 <br />249.0 <br />j <br />13.2 Y�1S. <br />5 N <br />2 <br />0 <br />STANDARD . ABBREVIATIONS <br />3A C UNCLASSIFIED EXCAVATION <br />ON F = FILL C.P.+ CULVERT PIPE ' <br />B a BORROW W. = WASTE <br />9.G.F. - SAND GRAVEL FILL <br />R.C.C.P. � REINFORCED CONCRETE CULVERT PIPE <br />V.C.S.P.S.S a VITRIFIED CLAY SEWER PIPE STORM SEWER <br />M.E = MARSH EXCAVATION <br />�0 <br />TOPSOIL B 14'- 8" 14'-0" E ROUNOING <br />4'-p' 3'-0" 11-0" oP E APPROVED OE TAIL DRAWINGS <br />SEEDING II'- 0" 3-0" 2 -II" NIN MIN. S' SL oQ <br />POINT REFERRED TO ON PROFILE 25`' ` ARE AS FOLLOWS. <br />2' -II" 2" BITUMINOUS MAT. I.. `XM�H`w'J DETAIL PLATE NO. <br />VARIABLE 6-` 1 PRIVATE ENT. 8 SIDE ROADS I -3 • i V <br />20" MIN. <br />5 3 I <br />SLOPE I/4 PER. FT. <br />TRAFFIC BOUND BASE COURSE <br />HALF SECTION IN FILL HALF SECTION IN CUT <br />TYPICAL FINISHED SECTION FOR C.T.H."BB" BI'TT" <br />�----CENTERLINE <br />46'- O" <br />23' 0" <br />I I'- 0" <br />2"BIT U.N4T POINT REFERRED TO ON PROF <br />2' Blru. war 1ILE— _...._.. <br />T� •QSAND .GRAVEL FILL SLOPE 1/4"PER. FT. <br />�•/// oO TRAFFIC BOUND SE COURSE <br />v TYPICAL FINISHED SECTION <br />1)STA, 411+77.5 TO STA. 417+43.8 — STA,426+00-TO STA.453+00 <br />� <br />lo' MIN MUM <br />'SALVAGED SEEDED CENTERLINE <br />TOP SOIL - 1 14--0- 4'_ 4 " <br />LIN <br />POINT REFERRED TO ON PROFILE <br />6" <br />CATCH BASIN <br />TREE WELLS 6-I. I. 1 <br />3' RIP RAP FOR CULVERT 6 E.W. TYPE *B' 6-2-2 ,1 <br />RE CORRUGATED GALVANIZED SHEET METAL <br />SIRVCTU = PIPE ARCH CATTLE PASS 6-5 • 1.2 <br />1fl5' CATCH BASIN COVERS 5-3, 4. 2 <br />MARKER POST 7-1,3.1 <br />IPAVEMENT ',y CONSTRUCTION BARRICADE 7-4.1.1 <br />' l SOD BACK SLOPE FLUME 8 - 2. 1 .1 <br />,p MARSH EXCAVATION <br />OBLITERATING OLD ROAD 1- 4. 1. 1 <br />INLET COVERS 5- <br />INLETS 5 <br />.(OE F SLOPE T STANDARD DESIGN CONIC. GUTTER {YPE "C" 3- I.I. 3 <br />GENERAL NOTES <br />NO TREES ARE TO BE REMOVED WITHOUT THE <br />` I APPROVAL OF THE ENGINEER. � <br />SHE <br />SHRINKAGE VARIABLE ESTIMATED AT 0% - 40%1 <br />THE EXACT LOCATION OF PRIVATE. ENTRANCES TO <br />Z, SOD 6" SALVAGED TOPSOIL BE DETERMINED IN THS', FIELD BY THE ENGINEER. <br />�� SECTION "A A" 6"INCHES OF SELECTED EXCAVATION TO BE PLACED, <br />N ON ALL FILL SLOPES. <br />4' INCHES OF SALVAGED TOP SOIL TO BE PLACED ON <br />` 31 I - " ROUNDING* _CUT SLOPES' SEE .SHEET 3A FOR LOCATION. <br />N. VARIABLE <br />N. 3' J ALL THE RIGHT OF WAY EXCLUSIVE OF THE ROADBED <br />T AND AREAS ALREADY COVERED WITH SUITABLE GRASSES <br />vaR1aBLE gLOV SHALL BE FERTILIZED AND SEEDED. <br />2�\ BITUMINOUS SURFACING NQT A PART OF THIS <br />FOR DETAIL OF SOD .BACK SLOPE FLUME SAND GRAVEL FILL s"UNDERCUT IN ROCK -��. <br />SEE PLATE 8,-2 .1.1 P 14"PER FT. CONTRACT TO BE CONSTRUCTED BY DANE COUNTY. <br />SHOULDER PgVE �(®/ TRAFFIC BOUND JASE COURSE 3" /, J <br />V' ! " <br />DETAIL OF INTERCEPTING EMBANKMENT. HALF SECTION IN ROCK CU -T <br />TYPICAL FINISHED HALF SECTION <br />STA. 253+18 TO STA. 263+00 — STA. 485+00 TO STA. 491+27 <br />STA. 514+60 TO STA. 515+00 <br />CENTERLINE <br />1' "W" VARIABLE TO MATCH EXISTING ROAD TOPSOIL e. SEEDING <br />YAR. 10-0" 10,_0„ VAR. Z,-2- <br />4=0" MIN 2' / <br />TOPSOIL a MIN. 2' TYPICAL CROSS SECTION <br />SEEDING POINT REFERRED TO ON PROPILE <br />.. 2'-2" 2•' BITUMINOUS NAT VARIABLE POUNDING FOR - - <br />4 aPE 26 FT. ROADBED <br />1 4,I 9V <br />SLOPE 1/4" PER. FT. 6. SL OpE VAR. 1'-3"MIH. ,L �` <br />ROUNDING 4- 1 gLOP£ TRAFFIC BOUND BASE COURSE <br />HALF SECTION IN FILL HALF SECTION IN CUT 3• <br />ROUNDING NOTE: TYPE OF SURFACING TO MATCH EXISTING SURFACE `"� SC A LE <br />TYPICAL SECTION FOR SIDE ROAD <br />AS NOTED <br />1 <br />