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Tal <br />MpL II <br />ROUNDINGqR <br />1.4- <br />4m SALVAGED <br />.4'4`SALVAGED TOF <br />- <br />BITUMI <br />1 <br />12.0' 8.0' <br />INT REFERRED TO ON PROFILE <br />HALF SECTION IN FILL <br />TYPICAL FINISHED SECTION <br />STA. 2 t97 - 87+50 <br />88+50 - 118+00 <br />130+00 - 277+36 <br />277+36- - 280+50 RT, <br />280+50 - 336+75 <br />336+75 - 342+58 RT. <br />IPE 0.0 <br />FT/ FT <br />HALF SECTION IN <br />CUT <br />FE R <br />VAR. <br />MPS <br />2.1 MIN.rIlk: <br />A1.4' T7-` 4 NOROUNDING <br />4" SALVAGED <br />TOP SOIL <br />I.5.0'MIN. _I <br />TYPIC4 HALF SECTION —CURB 8 GUTTER. <br />STA. 0+40 - 2+ 97 LT 9 RT. <br />277 + 36 - 280+ 50 LT - <br />336 + 75 - 342+ 58 LT. <br />S <br />4� <br />I � /MI <br />UNDINIG , <br />2.2' <br />on <br />X <br />I� <br />TYPICAL HALF SECTION — RO{CK CUT <br />STA. 87 +50 - 88 + 50 <br />118 +00 - 130 + 00 <br />CENTERLINE <br />i <br />XISTING ROAD <br />N <br />TYPICAL. FINISHED SECTION FOR <br />SIDEROADS <br />BITUMINOUS GRAVEL <br />D LINE - RT. A LINE LT- <br />-F LINE - LT. 13 RT, B LINE - LT. <br />G LINE - LT- & RT. C LINE - RT. <br />H LINE - RT. E LINE - LT. <br />I LINE - LT. <br />IN. 2' ! NORMAL - <br />VAR. V_AR. 3' lMiN MPS i <br />VAR <br />L0' MIN. 2� i <br />- - _ <br />h 7-1 --� <br />;7 <br />STANDARD ABBREVIATIONS <br />C- COMMON EXCAVATION <br />FFILL <br />8 BORROW I <br />R= ROCK EXCAVATION <br />E.B.S. = EXCAVATION BELOW SUBGRADE <br />C.P. = CULVERT PIPE <br />C.M.C.P,-CORRUGATED METAL CULVERT PIPE <br />C.M-P,A. = CORRUGATED METAL PIPE ARCH I! <br />S.P.A. STRUCTURAL PLATE ARCH I <br />D.V." DRYWELL VENT } <br />F.I.S. - FOUND IRON STAKE y <br />G.V - NATURAL GAS VALVE Ij <br />L.K.E.- LIMITED HIGHWAY EASEMENT <br />- T.C. - TOP CURB t <br />APPROVED DETAIL DRAWINGS <br />ARE AS FOLLOWS <br />CONCRETE CURB, GUTTER, COMBINATION CURB B GUTTER, SURFACE DRAIN 3- 1, 1,7 <br />CATCH BASINS 5-3.3.2 <br />CATCH BASIN AND INLET COVERS -5-3-4.7 <br />MORTAR RUBBLE MASONRY OR RIPRAP FOR CULVERT d CATTLE PASS END WALLS 6-2.4.3 <br />APRON ENDWALLS FOR CULVERT PIPE AND PIPE ARCH 6-2.6.4 <br />STRUCTURAL PLATE PIPE ARCH S CORRUGATED METAL PIPE ARCH ''-6-5.3.2 <br />CATTLE PASS (72"1 REINF- CONC. BiC.M.P. (ALTERNATES) j5-T.I.4 <br />MARKER POSTS B MARKER POSTS FOR R16HT OF WAY 7-.1 -3.4 <br />CONSTRUCTION BARRICADE 17-4.1.4 <br />DITCH CHECKS, MORTAR RUBBLE MASONRY 6 SOD -, 1 3. I <br />i <br />i <br />I <br />I <br />GENERAL NOTES <br />NO TREES ARE TO BE REMOVED WITHOUT THE APPROVAL'OF <br />THE ENGINEER. <br />SHRINKAGE VARIABLE ESTIMATED AT 0`Y -401/6. <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. 1 11 ) <br />ALL RIGHT-OF-WAY EXCLUSIVE 'OF THE ROADBED AND AREAS ' <br />ALREADY COVERED WITH SUITABLE GRASSES SHALL BE FERTILIZED <br />AND SEEDED. <br />WHEN THE QUANTITY OF THE ITEMSOF SUBBASE, BASE DR SURFACI <br />COURSE IS MEASURED FOR PAYMENT BY THE TON OR CU. YD., THE <br />DEPTH OR THICKNESS OF THE COURSE SHOWN ON THE PLANS IS'I <br />APPROXIMATE AND THE ACTUAL THICKNESS WILL DEPEND ON THE, <br />DISTRIBUTION OF THE MATERIAL AS' DIRECTED BY THE ENGINEER, <br />THE REMOVAL OF CONCRETE BOX CULVERTS SHALL BE <br />CONSIDERED AS INCIDENTAL TO GRADING OPERATIONS. <br />BEARINGS SHOWN ON THIS PLAN ARE TRUE. <br />ALL EXISTING UTILITIES TO BE ADJUSTED BY UTILITY <br />CONCERNED. ! ' <br />NO TREES ARE TO BE REMOVED FROM LIMITED HIGHWAY f <br />EASEMENTS WITHOUT APPROVAL OF'PROPERTY OWNER. !', 4' <br />l 1 . <br />1 . <br />PUBLIC UTILITIES <br />CROSS PLAINS ELECTRIC CO. i ;- <br />WISCONSIN POWER B LIGHT CO. <br />MADISON GAS 9 ELECTRIC CO. <br />FARMERS UNION TELEPHONE CO. <br />t <br />TYPICAL CROSS SECTION I <br />FOR <br />40 FT. 1ROADBED <br />C.T.H. "S" t S0256(4) } <br />SCALE AS NOTED <br />I <br />I <br />i <br />pHECTF/25 <br />pfla�i <br />N IJMp[fl <br />50256(4} <br />][ 2.0 <br />STANDARD ABBREVIATIONS <br />C- COMMON EXCAVATION <br />FFILL <br />8 BORROW I <br />R= ROCK EXCAVATION <br />E.B.S. = EXCAVATION BELOW SUBGRADE <br />C.P. = CULVERT PIPE <br />C.M.C.P,-CORRUGATED METAL CULVERT PIPE <br />C.M-P,A. = CORRUGATED METAL PIPE ARCH I! <br />S.P.A. STRUCTURAL PLATE ARCH I <br />D.V." DRYWELL VENT } <br />F.I.S. - FOUND IRON STAKE y <br />G.V - NATURAL GAS VALVE Ij <br />L.K.E.- LIMITED HIGHWAY EASEMENT <br />- T.C. - TOP CURB t <br />APPROVED DETAIL DRAWINGS <br />ARE AS FOLLOWS <br />CONCRETE CURB, GUTTER, COMBINATION CURB B GUTTER, SURFACE DRAIN 3- 1, 1,7 <br />CATCH BASINS 5-3.3.2 <br />CATCH BASIN AND INLET COVERS -5-3-4.7 <br />MORTAR RUBBLE MASONRY OR RIPRAP FOR CULVERT d CATTLE PASS END WALLS 6-2.4.3 <br />APRON ENDWALLS FOR CULVERT PIPE AND PIPE ARCH 6-2.6.4 <br />STRUCTURAL PLATE PIPE ARCH S CORRUGATED METAL PIPE ARCH ''-6-5.3.2 <br />CATTLE PASS (72"1 REINF- CONC. BiC.M.P. (ALTERNATES) j5-T.I.4 <br />MARKER POSTS B MARKER POSTS FOR R16HT OF WAY 7-.1 -3.4 <br />CONSTRUCTION BARRICADE 17-4.1.4 <br />DITCH CHECKS, MORTAR RUBBLE MASONRY 6 SOD -, 1 3. I <br />i <br />i <br />I <br />I <br />GENERAL NOTES <br />NO TREES ARE TO BE REMOVED WITHOUT THE APPROVAL'OF <br />THE ENGINEER. <br />SHRINKAGE VARIABLE ESTIMATED AT 0`Y -401/6. <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. 1 11 ) <br />ALL RIGHT-OF-WAY EXCLUSIVE 'OF THE ROADBED AND AREAS ' <br />ALREADY COVERED WITH SUITABLE GRASSES SHALL BE FERTILIZED <br />AND SEEDED. <br />WHEN THE QUANTITY OF THE ITEMSOF SUBBASE, BASE DR SURFACI <br />COURSE IS MEASURED FOR PAYMENT BY THE TON OR CU. YD., THE <br />DEPTH OR THICKNESS OF THE COURSE SHOWN ON THE PLANS IS'I <br />APPROXIMATE AND THE ACTUAL THICKNESS WILL DEPEND ON THE, <br />DISTRIBUTION OF THE MATERIAL AS' DIRECTED BY THE ENGINEER, <br />THE REMOVAL OF CONCRETE BOX CULVERTS SHALL BE <br />CONSIDERED AS INCIDENTAL TO GRADING OPERATIONS. <br />BEARINGS SHOWN ON THIS PLAN ARE TRUE. <br />ALL EXISTING UTILITIES TO BE ADJUSTED BY UTILITY <br />CONCERNED. ! ' <br />NO TREES ARE TO BE REMOVED FROM LIMITED HIGHWAY f <br />EASEMENTS WITHOUT APPROVAL OF'PROPERTY OWNER. !', 4' <br />l 1 . <br />1 . <br />PUBLIC UTILITIES <br />CROSS PLAINS ELECTRIC CO. i ;- <br />WISCONSIN POWER B LIGHT CO. <br />MADISON GAS 9 ELECTRIC CO. <br />FARMERS UNION TELEPHONE CO. <br />t <br />TYPICAL CROSS SECTION I <br />FOR <br />40 FT. 1ROADBED <br />C.T.H. "S" t S0256(4) } <br />SCALE AS NOTED <br />I <br />I <br />i <br />