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TOP <br />RTIL12 <br />53 L14' <br />NDING <br />TOPS 01 L <br />FERTILIZE 8 SEEC <br />ROUNDING <br />TOP SOIL <br />RTILIZE E <br />� --CENTERLINE 7.0'NORMAL- <br />6.0' <br />ORMAL <br />6 .0' 3 2.0' 6.0' — <br />16.0' 16.0' <br />2" BITUMINOUS MAT POINT REFERRED TO ON PROFILE — 2•B 3.2 VAR. <br />2•8VAR. MIN. 3' �i� <br />�— ROU <br />8" 4:1 VAR. <br />91, 2.3' <br />CRUSHED GRAVEL OR 9"GRANULAR SUBBASE COURSE SLOPE 0.015 FT./FT. 14 _ _ <br />CRUSHED STONE BASE COURSE 7' I - <br />HALF SECTION IN FILL HALF SECTION IN EARTH CUT <br />TYPICAL FINISHED SECTION <br />STA. 1+03.5 - STA. 32+70 <br />STA. 33+00 - STA. 77+45.4 <br />�- CENTERLINE FERTILIZE & SEED <br />I <br />W =VARIABLE TO MATCH EXISTING ROAD <br />7.0' <br />4.0' - VAR .1 10.0' 10.0' -';VAR�-*2,2 NORMAL <br />POINT REFERRED TO ON PROF��LE MIN. 2 <br />2'BITUMINOUS MAT _ _ _ - _ _ VAR. I VAR, 3 {MIN. <br />S' 411 — VAR. X12. <br />_1,2 MIN — 7, <br />cI nvc 0015 FT/FT <br />HED GRAVEL OR CRUSHED I STONE BASE COURSE <br />E BASE COURSE <br />TYPICAL FINISHED SECTION FOR <br />SIDE ROAD S <br />SIDEROAD A- STA. 7"A"+25 - 13"A"+50 GRAVEL <br />SIDEROAD "A" STA. 14"A"+50-IB'h"+00 BITU. <br />FINISHED SHOULDER FINISHED SHOULDER <br />FERTILIZE AND SEED----__ FERTILIZE AND S <br />j O A�USGRAOE SUBGRADE <br />MARSH DI SPOSAL�' <br />0 <br />BOTTOM OF MARSH <br />TYPICAL SECTION FOR MARSH EXCAVATION <br />SLOPE TO DRAIN-+- <br />RSH DISPOSAL <br />'TOP OF MARSH <br />�Sl 1"0'7 1 3) 2 39 <br />STANDARD ABBREVIATIONS <br />UNCL= UNCLASSIFIED EXCAVATION <br />F= FILL <br />B = BORROW <br />C.P=CULVERT PIPE <br />M = MARSH EXCAVATION <br />P.P.=POWER POLES <br />L.H.E.= LIMITED HIGHWAY EASEMENT <br />APPROVED DETAIL DRAWINGS <br />ARE AS FOLLOWS. PLATE NO. <br />APRON. ENDWALLS FOR CULVERT PIPE 3 PIPE ARCH 6-2.5.2 <br />MARKER POST 3 MARKER POSTS FOR RIGHT OF WAY 7-1.3.4 <br />STEEL PLATE SEAM GUARD B STEEL BEAM MEDIAN GUARD 7-2.4.10 <br />CONSTRUCTION BARRICADE 7-4.1.4 <br />-DITCH CHECKS, MORTAR RUBBLE MASONRY 3 SOD 8-1.3.1 <br />GENERAL NOTES <br />NO TREES ARE TO BE REMOVED WITHOUT THE <br />APPROVAL OF THE ENGINEER. <br />SHRINKAGE VARIABLE ESTIMATED AT 0%- 40 <br />MARSH70%-100 <br />THE EXACT LOCATION OF PRIVATE ENTRANCES TO BE <br />DETERMINED IN THE FIELD BY THE ENGINEER. <br />SALVAGED TOP SOIL TO BE PLACED ON ALL CUT 8 <br />FILL SLOPES TO THE APPROXIMATE DEPTH OF4 INCHES AT <br />TIME OF PLACING, EXCEPT IN AREAS OF MARSH DISPOSAL. <br />ALL RIGHT-OF-WAY EXCLUSIVE OF THE ROADBED <br />AND AREAS ALREADY COVERED WITH SUITABLE GRASSES <br />SHALL BE FERTILIZED AND SEEDED. <br />WHEN THE QUANTITY OF THE ITEMS OF SUBBASE, <br />BASE OR SURFACE COURSE IS MEASURED FOR PAYMENT <br />BY THE TON OR CU.YD., THE DEPTH OR THICKNESS OF THE <br />COURSE SHOWN ON THE PLANS IS APPROXIMATE AND THE <br />ACTUAL THICKNESS WILL DEPEND ON THE DISTRIBUTION <br />OF THE MATERIAL AS DIRECTED BY THE ENGINEER. <br />THE REMOVAL OF CONCRETE 80X CULVERTS <br />SHALL BE CONSIDERED AS INCIDENTAL TO GRADING <br />OPERATIONS. <br />BITUMINOUS SURFACING NOT A PARTOF THIS CONTRACT. <br />PUBLIC UTILITIES <br />STOUGHTON ELECTRIC & UTILITY CO. <br />WISCONSIN TELEPHONE CO. <br />EDGERTON TELEPHONE CO. <br />TYPICAL CROSS SECTION <br />FOR <br />32 FT. ROAD DED <br />CT.H.=N" S 1107 (3 ) <br />SCALE AS NOTED <br />