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FER.T <br />CEN ERLINE <br />64-.0' S <br />l <br />44.0' <br />5.0' 10.0, 12.0 12,0, 10.0' <br />3" BiTUMINOUS BITUMINOUSPOINT REFERR D TO 2N PROFILE <br />ROAD MIX <br />0.04'/ 7T 0.04'/F7. <br />a - <br />" CRUSHED AGGREGATE U GRADE SLOPE 0.015 FT./Fl <br />BASE COURSE <br />9" GRANUL�'R SUBBASE <br />COURSE <br />HALF SECTION IN CUT HALF SECTION IN FILL <br />TYPICAL FINISHED SECTION <br />STA. 26 + 83 - STA. 268 + 47 <br />NOTE t MARSH EXCAVATION FROM STA. 113 +00 - 127 +00 <br />SEE CROSS SECTIONS <br />I� CENTERLINE <br />�� l <br />c <br />SIDEROADS <br />I.O. <br />SIDEROAD <br />MAT WIDTH <br />SHOULDER WIDTH <br />0 LINE - LT. <br />.0' <br />5.0''. <br />E LINE - LT. <br />20' <br />3' <br />F LINE - RT. <br />20' <br />3' <br />i(• 21/2" G LINE - LT. 8 RT. <br />22! <br />4' <br />FERTILIZE <br />16' <br />2' <br />J LINE - LT. <br />20' <br />3' <br />K LINE- LT.8 RT. <br />20' <br />3' <br />6:1 <br />u <br />CRUSHED AGGREGATE <br />BASE COURSE <br />�NQR. <br />�M4.t. <br />ROUNDING <br />" ALVAGED TOPSOIL <br />FERTILIZE 8 SEED <br />N SLOPE VARIABLE \� <br />10"CRUSHED AGGREGATES SUBGRADE � <br />TYPICAL HALF,SECTION — CURB 81 GUTTER TYPICAL HALF SECTION,— BITUMINOUS. CURB <br />STA. 0 + 50 - STA. '26 + 83 STA. 268 + 47 - STA. 274-+ 57.1 <br />PUBLIC UTILITIES <br />WISCONSIN POWER 8 LIGHT CO. (W. P. 8 L) <br />MADISON GAS a ELECTRIC CO. (M.G. a E.) <br />MID -PLAINS TELEPHONE CO., INC. <br />WAUNAKEE TELEPHONE CO.,INC. <br />CITY OF MIDDLETON UTILITIES <br />z <br />5 9 4 3 —1 — 71, 72 PROJECT SNEET TOTAL <br />NUMBER SHEEfE <br />s •s$ u &44+ Z 103 <br />STANDARD ABBREVIATIONS <br />8. - BORROW <br />G. S. - GAS SERVICE <br />0. M. - BENCH MARK <br />C.B. - CATCHBASIN <br />C. P. - <br />CULVERT PIPE <br />C.M. C. P. - CORRUGATED METAL CULVERT PIPE <br />C.M.P. A. - CORRUGATED METAL PIPE ARCH <br />H.P. - HIGH PRESSURE <br />E.B.S. - EXCAVATION BELOW SUBGRADE <br />F.• - FILL <br />F. E. - FIELD ENTRANCE <br />F. - F. - FACE TO FACE <br />F. P. - FENCE POST <br />G.V. - GAS VALVE <br />'HYD. - HYDRANT ' <br />1. P. - IRON PIN <br />L.H.E. - LIMITED HIGHWAY EASEMENT <br />M.D.E. - MARSH DISPOSAL EASEMENT I' <br />M.E. - MARSH EXCAVATION <br />M. H. - MANHOLE <br />P. E. - PRIVATE ENTRANCE <br />P.O.C. - POINT ON CURVE <br />R.C.P.S.S. - REINFORCED CONCRETE PIPE STORM SEWER; <br />__S.P.P.A� - STRUCTURAL PLATE PIPE ARCH <br />UNCL. - UNCLASSIFIED EXCAVATION <br />STANDARD DETAIL DRAWINGS 1 <br />1— I. 1.2 MARSH EXCAVATION <br />3— 1.1.7 CONCRETE CURB, GUTTER, COMBINATION CURB a GUTTER, SURFACE DRAIN <br />CATCHBASINS TYPE 1 8 CATCHBASIN COVERS <br />5-5.5.1 CATCHBASINS TYPE 5 8 CATCHBASIN COVER <br />5-7.2.1 INLET TYPE 3 AND INLET COVERS <br />5-5.2.1 CATCH BASINS TYPE 2 B CATCH BASINS COVERS <br />6-2.6.8 APRON ENDWALLS FOR CULVERT PIPE AND PIPE ARCH <br />6-5.3.2 STRUCTURAL PLATE PIPE ARCH 8 CORRUGATED METAL PIPE ARCH <br />7-4.1.5 CONSTRUCTION BARRICADE <br />8-1.3.1 DITCH CHECKS,MORTAR RUBBLE MASONRY 8 SOD ' <br />9— 1.1.5 DESIGN AND LAYOUT DETAILS FOR SIDEROAD .AT GRADE INTERSECTIONS <br />12-1.1.3 LANDMARK REFERENCE MONUMENTS <br />i <br />GENERAL NOTES <br />ALL INTERSECTIONS SHALL BE TYPE "C" AS SHOWN ON�, <br />STANDARD DETAIL DRAWING 9-1.1.5 UNLESS NOTED OTHERWISE ON THE PLAN <br />NO TREES ARE TO BE REMOVED WITHOUT THE APPROVAL OF <br />THE ENGINEER. <br />EXACT LOCATION OF PRIVATE ENTRANCES TO BE DETERMINED- IN! <br />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, <br />ALL RIGHT OF WAY EXCLUSIVE OF THE ROADBED AND AREAS ' <br />ALREADY COVERED WITH SUITABLE GRASSES SHALL BE FERTILIZED AND <br />SEEDED. <br />WHEN THE QUANTITY OF THE ITEMS OF SUBBASE, BASE OR <br />SURFACE COURSE IS MEASURED FOR PAYMENT BY THE TON OR CU. YD., <br />THE DEPTH OR THICKNESS OF THE COURSE SHOWN ON THE PLANS IS <br />APPROXIMATE AND THE ACTUAL THICKNESS WILL DEPEND ON THE i <br />DISTRIBUTION OF THE MATERIAL AS DIRECTED BY THE ENGINEER. <br />BEARINGS SHOWN ON THIS PLAN ARE MAGNETIC. <br />ALL EXISTING UTILITIES TO BE ADJUSTED BY THE UTILITIES <br />.CONCERNED. <br />CURVE DATA BASED ON ARC DEFINITION. <br />SHRINKAGE VARIABLE, ESTIMATED AT 0% -30%. <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 />EXPANSION AND CONTRACTION JOINTS IN CONCRETE CURB AND <br />GUTTER SHALL NOT BE SEALED. <br />THE EXISTING PAVEMENT FROM STATION 113+00 TO STATION <br />122+00 SHALL BE SCARIFIED AND LEFT IN PLACE, <br />ALL CATCHBASIN SUMPS ARE TO BE OMITTED. <br />THE SANITARY .SEWER IS LOCATED AS SHOWN ON PLAN AND <br />PROFILE SHEETS. <br />FIRE HYDRANT BENCH MARKS ARE GIVEN FROM TOP VALVE STEM <br />TURN BOLT. <br />BEFORE STARTING 'CONSTRUCTION, 4 FOOT DIAMETER PLYWOOD <br />DISKS, CUT IN HALF, SHALL BE PLACED IN THE BOTTOM OF ALL <br />SANITARY SEWER MANHOLES. i <br />DEPTH OF CATCH BASINS AND INLETS AS SHOWN ON THE <br />MISCELLANEOUS QUANTITY SHEET ARE FROM GRATE ELEVATION TO INVERT <br />ELEVATION. <br />TYPICAL CROSS SECTION <br />FOR <br />44 FT. ROADBED <br />•v <br />CONCRETE. CURB 81 GUTTER <br />BITUMINOUS CURB <br />SIDEROADS <br />C.T.H. "0" DANE COUNTY <br />J <br />1. <br />SIDEROADS <br />SIDEROAD <br />MAT WIDTH <br />SHOULDER WIDTH <br />0 LINE - LT. <br />20' <br />3' <br />E LINE - LT. <br />20' <br />3' <br />F LINE - RT. <br />20' <br />3' <br />i(• 21/2" G LINE - LT. 8 RT. <br />22! <br />4' <br />H LINE'' -RT. <br />16' <br />2' <br />J LINE - LT. <br />20' <br />3' <br />K LINE- LT.8 RT. <br />20' <br />3' <br />u <br />PUBLIC UTILITIES <br />WISCONSIN POWER 8 LIGHT CO. (W. P. 8 L) <br />MADISON GAS a ELECTRIC CO. (M.G. a E.) <br />MID -PLAINS TELEPHONE CO., INC. <br />WAUNAKEE TELEPHONE CO.,INC. <br />CITY OF MIDDLETON UTILITIES <br />z <br />5 9 4 3 —1 — 71, 72 PROJECT SNEET TOTAL <br />NUMBER SHEEfE <br />s •s$ u &44+ Z 103 <br />STANDARD ABBREVIATIONS <br />8. - BORROW <br />G. S. - GAS SERVICE <br />0. M. - BENCH MARK <br />C.B. - CATCHBASIN <br />C. P. - <br />CULVERT PIPE <br />C.M. C. P. - CORRUGATED METAL CULVERT PIPE <br />C.M.P. A. - CORRUGATED METAL PIPE ARCH <br />H.P. - HIGH PRESSURE <br />E.B.S. - EXCAVATION BELOW SUBGRADE <br />F.• - FILL <br />F. E. - FIELD ENTRANCE <br />F. - F. - FACE TO FACE <br />F. P. - FENCE POST <br />G.V. - GAS VALVE <br />'HYD. - HYDRANT ' <br />1. P. - IRON PIN <br />L.H.E. - LIMITED HIGHWAY EASEMENT <br />M.D.E. - MARSH DISPOSAL EASEMENT I' <br />M.E. - MARSH EXCAVATION <br />M. H. - MANHOLE <br />P. E. - PRIVATE ENTRANCE <br />P.O.C. - POINT ON CURVE <br />R.C.P.S.S. - REINFORCED CONCRETE PIPE STORM SEWER; <br />__S.P.P.A� - STRUCTURAL PLATE PIPE ARCH <br />UNCL. - UNCLASSIFIED EXCAVATION <br />STANDARD DETAIL DRAWINGS 1 <br />1— I. 1.2 MARSH EXCAVATION <br />3— 1.1.7 CONCRETE CURB, GUTTER, COMBINATION CURB a GUTTER, SURFACE DRAIN <br />CATCHBASINS TYPE 1 8 CATCHBASIN COVERS <br />5-5.5.1 CATCHBASINS TYPE 5 8 CATCHBASIN COVER <br />5-7.2.1 INLET TYPE 3 AND INLET COVERS <br />5-5.2.1 CATCH BASINS TYPE 2 B CATCH BASINS COVERS <br />6-2.6.8 APRON ENDWALLS FOR CULVERT PIPE AND PIPE ARCH <br />6-5.3.2 STRUCTURAL PLATE PIPE ARCH 8 CORRUGATED METAL PIPE ARCH <br />7-4.1.5 CONSTRUCTION BARRICADE <br />8-1.3.1 DITCH CHECKS,MORTAR RUBBLE MASONRY 8 SOD ' <br />9— 1.1.5 DESIGN AND LAYOUT DETAILS FOR SIDEROAD .AT GRADE INTERSECTIONS <br />12-1.1.3 LANDMARK REFERENCE MONUMENTS <br />i <br />GENERAL NOTES <br />ALL INTERSECTIONS SHALL BE TYPE "C" AS SHOWN ON�, <br />STANDARD DETAIL DRAWING 9-1.1.5 UNLESS NOTED OTHERWISE ON THE PLAN <br />NO TREES ARE TO BE REMOVED WITHOUT THE APPROVAL OF <br />THE ENGINEER. <br />EXACT LOCATION OF PRIVATE ENTRANCES TO BE DETERMINED- IN! <br />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, <br />ALL RIGHT OF WAY EXCLUSIVE OF THE ROADBED AND AREAS ' <br />ALREADY COVERED WITH SUITABLE GRASSES SHALL BE FERTILIZED AND <br />SEEDED. <br />WHEN THE QUANTITY OF THE ITEMS OF SUBBASE, BASE OR <br />SURFACE COURSE IS MEASURED FOR PAYMENT BY THE TON OR CU. YD., <br />THE DEPTH OR THICKNESS OF THE COURSE SHOWN ON THE PLANS IS <br />APPROXIMATE AND THE ACTUAL THICKNESS WILL DEPEND ON THE i <br />DISTRIBUTION OF THE MATERIAL AS DIRECTED BY THE ENGINEER. <br />BEARINGS SHOWN ON THIS PLAN ARE MAGNETIC. <br />ALL EXISTING UTILITIES TO BE ADJUSTED BY THE UTILITIES <br />.CONCERNED. <br />CURVE DATA BASED ON ARC DEFINITION. <br />SHRINKAGE VARIABLE, ESTIMATED AT 0% -30%. <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 />EXPANSION AND CONTRACTION JOINTS IN CONCRETE CURB AND <br />GUTTER SHALL NOT BE SEALED. <br />THE EXISTING PAVEMENT FROM STATION 113+00 TO STATION <br />122+00 SHALL BE SCARIFIED AND LEFT IN PLACE, <br />ALL CATCHBASIN SUMPS ARE TO BE OMITTED. <br />THE SANITARY .SEWER IS LOCATED AS SHOWN ON PLAN AND <br />PROFILE SHEETS. <br />FIRE HYDRANT BENCH MARKS ARE GIVEN FROM TOP VALVE STEM <br />TURN BOLT. <br />BEFORE STARTING 'CONSTRUCTION, 4 FOOT DIAMETER PLYWOOD <br />DISKS, CUT IN HALF, SHALL BE PLACED IN THE BOTTOM OF ALL <br />SANITARY SEWER MANHOLES. i <br />DEPTH OF CATCH BASINS AND INLETS AS SHOWN ON THE <br />MISCELLANEOUS QUANTITY SHEET ARE FROM GRATE ELEVATION TO INVERT <br />ELEVATION. <br />TYPICAL CROSS SECTION <br />FOR <br />44 FT. ROADBED <br />•v <br />CONCRETE. CURB 81 GUTTER <br />BITUMINOUS CURB <br />SIDEROADS <br />C.T.H. "0" DANE COUNTY <br />J <br />1. <br />