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OF TRAVELED WAY <br />SUSOi <br />st SUBGRADE PROFILE FINISHED SHOULDER <br />II <br />t SVsc�P/ / <br />FaOs� <br />—i► A <br />FINISHED SHOULDER LINE <br />VAR, <br />SECTION A—A <br />CROSS SECTION SHOWING UNDERCUT <br />DETAIL FOR EXCAVATION <br />AT MOUTH OF CUTS <br />/ SUBBASE COURSE <br />/ SALVAGED TOPSOIL EXCAVATION <br />EXCAVATION BELOW SUBGRADE <br />LOCATION AND DEPTH AS DESIGNATED <br />BY THE ENGINEER <br />DETAIL FOR EXCAVATION <br />BELOW SUBGRADE <br />--_ ----- - — ------- 122 I 3 194 ___-- <br />S.T.H. <br />20 73 <br />---------------__ 0 ----- - -- <br />15 <br />5 -_'--ISO—� —_ -_- <br />-------�------------------�---� 3,, I `340'9 ----------------,------------------------------ <br />� I I <br />( <br />\\ -0I m'L I1 0 <br />co <br />I � I <br />1 I <br />I <br />1711 I1 7.1 <br />INTERSECTION S.T.H. 73 d C.T.H."BB° <br />I <br />I II 'h I <br />� I <br />I � I <br />BPR. <br />SHEET <br />TOTAL <br />REGION <br />PROJECT NO <br />SHEETS <br />4 <br />T 0245(5) 2.1 <br />55 <br />GENERAL NOTES <br />NO TREES ARE TO 9E REMOVED WITHOUT THE APPROVAL OF THE ENGINEER <br />SHRINKAGE VARIABLE, ESTIMATED AT 15', TO 35% <br />SALVAGED TOPSOIL SHALL BE PLACED TO AN APPROXIMATE DEPTH OF 4" <br />AT TIME OF PLACING ON ALL CUT AND FILL SLOPES <br />ALL THE RIGHT-OF-WAY, EXCLUSIVE OF THE ROADWAY AND AREAS ALREADY <br />COVERED WITH SUITABLE GRASSES SHALL BE FERTILIZED ANO SEEDED <br />C'!RVE DATA BASED ON ARC DEFINITION <br />EXACT LOCATION OF ACCESS POINTS SHALL BE DETERMINED B, THE <br />ENGINEER IN THE FIELD EXCEPT THE CONTROLLED LOCATION. SHOWN ON THE <br />MASTER PLAT <br />WHEN THE QUANTITY OFTHE ITEMS OF SUi;BASE CASE OR SURFACE <br />COURSE IS MEASURED FOR PA: MENT C THE TON OR CI:BIC °ApD THE DEPTH <br />OR THICKNESS OF THE COURSE SHOWN ON THE PLANS IS APPROXIMATE AND THE <br />ACTUAL THICKNESS WILL DEPEND ON THE DISTRIGLTION OF THE MATERIAL AS <br />DIRECTED BY THE ENGINEER <br />BEARINGS SHOWN ON THIS PLAN ARE THE TRCE BEARINGS SHOWN TO THE <br />NEAREST MINUTE. <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 />ALL INTERSECTIONS, EXCEPT THOSE DETAILED, SHALL BE MINOR <br />TYPE AS SHOWN ON PLATE 9-1.1.4. <br />STANDARD <br />DETAIL DRAWINGS <br />,6-2.5.2 <br />RIPRAP AT SIDE ROAD CULVERTS & RIPRAP OR SOD AT PRIVATE <br />ENTRANCE CULVERTS <br />6-2.6,5 <br />APRON ENDWALLS FOR CULVERT PIPE AND PIPI` ARCH <br />6-7.1.5 <br />CATTLE PASS ,72") REINFORCED CONCRETE & r M P (ALTERNATES) <br />MARKER POSTS & MARKER POSTS FOR RIGHT-OF-WAY <br />7-2,4.12 <br />STEEL PLATE BEAM GUARD & STEEL 'BEAM MEWAN GUARD <br />7-4.1.5 <br />CONSTRUCTION BARRICADE <br />.8-2.1.4 <br />SODDED BACKSLOPE FLUME & INTERCEPTING EMBANKMENT <br />9-1.1,4 <br />DESIGN AND LAYOUT DETAILS FOR SIDE ROAD AT GRADE <br />INTERSECTIONS <br />STANDARD ABBREVIATIONS <br />E.B.S. = EXCAVATION BELOW SUBGRADE <br />C. P. = CULVERT PIPE <br />B.M. = BENCH MARKS <br />UNCL, = UNCLASSIFIED EXCAVATION <br />UTILITIES <br />GENERAL TELEPHONE COMPANY OF WISCONSIN <br />WISCONSIN ELECTRIC POWER COMPANY <br />Details <br />And - <br />Typical Sections <br />For <br />DEERFIELD - I H 94 ROAD <br />S T H 73 DANE COUNTY <br />PROJECT T 0245(5) <br />