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rL . CONSTR. <br />32.0' <br />22.0' <br />5.5' 112.111 B.0' I 12.0' <br />32.0' <br />CONSTR. <br />2 2.0' I 2 <br />70233(7) 2.0 <br />I.D. 5926 -1,- 70 <br />2.0' 8.0' 12.0' 12.0' 8.0' 2.0' 5600-1771 <br />6 POINT REFERRED 1%;BITUMINOUS 6" <br />0' 5.5' 4.0' TO ON PROFILE B DNC. PAVEME , 10.0' <br />11.5' <br />CROSS SECTIONS. 4"BITUMINOUS <br />6" I.0'-�{ SLOPE VARIES BASE COURSE �1.0' 4'•1 ' <br />0015 TO 003/FT 1 <br />TO ON PROFILE B <br />10' <br />CONC. PAVEME <br />I. <br />•' <br />CROSS-SECTIONS <br />I <br />4"BITUMINOUS <br />A'. 0.02/FT. <br />0.02/FT. <br />SLOPE VARIES <br />I/4`/ FT. MINI d 0015 TO T <br />BASE COURSE I.0' <br />�* 4 TOPS 10 T P <br />'FERTILIZE <br />-� <br />Y <br />" <br />CONCRET CURB <br />CATCH BASINS AND INLET COVERS 3 -3.4,G. <br />c: <br />' RETE <br />SSIDEW <br />VARIABLE <br />30"CONCRETE CONCRETE CURB GRAVEL OR CRUSHED <br />MAX. 006 <br />SLOPE9 GUTTER -TYPE D <br />/FT <br />... .. ... ... ... <br />...... ... ... -. -.._ . .. <br />.. <br />SIDEWALK <br />L <br />T " �� N BA COURSE <br />B GUTTER - TYPE D <br />IOL, F RTLIZE BI SEED <br />.. .. <br />' <br />SLOPE I/'/FT. <br />9`'FOR S7H.'92' b` FOR S.T.H. 76 <br />LIST OF UTILITIES . <br />30"CONCRETE CURB GRAVEL OR CRUSHED <br />VARIABLE SLOPE <br />MINIMUM <br />TOWARDS CURB <br />STANDARD TYPICAL SECTION <br />- <br />TELEPHONE CO. MT. HOR�B TELEPHONE CO. <br />B GUTTER - TYPE D" STONE BASE COURSE <br />FOR FOR <br />MAX.-O.06/FT. <br />4,, <br />4SALVAGEDTILT TOPSOIL OR TOPSOIL <br />WITHOUT SIDEWALK <br />POWER CO. - MT. HORltg ELECTRIC UTILTY <br />9" ST.H.'92- 10" STH.'78' <br />FERTILIZE AND SEED <br />SIDEWALK- <br />• <br />GAS CO. -, MADISON GAS 9 ELECTRIC CO. <br />STANDARD TYPICAL SECTION <br />TYPICAL CROSS SECTION <br />CROWN AT CENTERLINE <br />SIDEWALK,5`. <br />DETAIL DRAWINGS <br />rt. CONSTR. <br />rL CONSTR. <br />DETAIL NO. <br />POINT REFERRED <br />I1 BITUMINOUS <br />/ <br />CONCRETE CURB, CONCRETE GUTTER, CONCRETE CURB <br />6" <br />AND GUTTER'AND CONCRETE SURFACE DRAINS' 3 - 1.1.7.- <br />22.0' <br />1 <br />- 22.0 <br />22.0 <br />22.0 <br />- <br />' <br />A DEPTH OF 4 INCHES AT TIME OF PLACING AS DIRECTED BY THE ENGINEER. <br />'I <br />CATCH BASINS AND INLET COVERS 3 -3.4,G. <br />4` SALVAGED TOPSOIL <br />ELEVATIONS OF INVERTS OF CATCH BASINS AND INLETS AS SHOWN ON THE <br />MISCELLANEOUS SHEET ARE SHOWN ON THE PLAN AND PROFILE SHEETS. <br />REMOVING CONCRETE DRIVEWAYS AND CONCRETE STEPS TO 4E PAID FOR UNDER THE ITM <br />ANLETS 5 - 3, S 2. <br />OR TOPSOIL, 4.0' <br />2.0' 8.0' 12.0' <br />OF "REMOVING CONCRETE SIDEWALK" <br />12.0' <br />8.0' 2.0' <br />4.0' <br />2.0'1 8.0' 12.0' <br />1 12.0' 8.0' <br />2.0' <br />I. 20' MAX. AT P.L.I <br />FERTILIZE 14 SEED <br />SIDEWALK- <br />• <br />NOTE: ALL CONCRETE DRIVEWAYS TO BE MEASURED <br />TYPICAL CROSS SECTION <br />CONSTRUCTION BARRICADE 7 - L I"6. <br />SIDEWALK,5`. <br />30'-0"(MAX.) BLOCK <br />6 <br />FOR <br />POINT REFERRED <br />I1 BITUMINOUS <br />/ <br />APRON ENDWALLS FOR CULVERT PIPE 9 PIPE ARCH 6-2.6.0. <br />6" <br />, <br />POINT REFERRED <br />TO ON PROFILE B <br />VILLAGE OF MT. HOREB <br />_ FLOW LINE--/,$ <br />10, <br />TO ON PROFILE B <br />CONC.PAVEMEN <br />6" LANDMARK REFERENCE MONUMENT 1p 1. 1.1 <br />10' <br />r <br />I.d <br />4" BITUMINOUS <br />BASE COORS <br />SLOPE VARIES <br />CROSS-SECTIONS. <br />I% "BITUMINOUS <br />CONC. PAVEMENTI'0 <br />6^ <br />" X <br />5" CONCRETE I.Cr <br />0.015'/FT. SLOPE <br />SLOPE VARIES <br />0.015 TO 0.03/FT. <br />CROSS-SECTIONS <br />q"BITUMINOUS <br />BASE COURSE <br />B F -J <br />CATCH BASINS 1F 3.3.2 <br />1.0' <br />STANDARD ABBREVIATIONS <br />r {I <br />Q <br />- S.T,H.S 92 81 78 <br />AND PAID FOR AS <br />TRAFFIC <br />0.015 To O.o3/ <br />t 1 <br />DRIVEWAY DETAILS: <br />CURB IS GUTTER <br />SIDEWALK <br />PROJECT 70253(7) DANE COUNTY <br />I <br />SLOPE VARIES <br />WITH TERRACE <br />1 <br />: a. ► <br />( <br />a <br />0.03 TO 0.06'/FT <br />" <br />T.C. = TOP CURB <br />B.M.BENCH <br />"SALVAGED <br />* <br />R.C.P. = REINFORCED CONCRETE PIPE <br />5"CONCRETE <br />:' ', = <br />T PS I <br />"'e <br />STORM SEWER <br />4" A TOPSML _ <br />S.S.55 <br />SIDEWALK <br />TURBOPSOIL, FERTILIZE B SEED <br />p <br />TOPSOIL- LIMITED HIGHWAY EASEMENT <br />L.H.E. <br />SLOPE 44"/FT. MIN, <br />" - <br />FERTILIZE 8 FEED - <br />E.B.S. EXCAVATION BELOW SUBGRADE <br />TOWARDS CURB 30" CONCRETE CURB <br />9" GRAVEL OR CRUSHED A GUTT R-TYP <br />30"CONCRETE <br />CURB M.H. = MANHOLE <br />V2` EXPANSIO B GUTTER TYPE "D" <br />STONE BASE COURSE <br />VARIABLE SLOPE 30" CONCRETE CURB <br />GRAVEL OR C USHED <br />R <br />C.B. _ CATCH BASIN <br />8 GUTTER -TYPE B � _ BACK TO BACK <br />MAX. -O. 06 /FT. B .GUTTER - TYPE "D" <br />STONE BASE COURSE <br />- <br />9"FOR STH.'92'- 10" FOR STH'78' <br />STANDARD <br />TYPICAL SECTION <br />STANDARD <br />TYPICAL SECTION <br />GENERAL NOTES <br />SIDEWALK <br />ADJACENT TO CURB <br />2"BITUMINOUS CONC. PVT. CROWN OFFSET 12 RT. OR LT. <br />ALL SUMPS ARE TO BE OMITTED IN CATCH BASINS. <br />WHEN THE QUANTITY OF THE ITEMS OF BASE OR SURFACE COURSE IS MEASUR- <br />MAY BE ROLLED DOWN as s"cnusne0 sronE easE <br />ED FOR PAYMENT BY THE TON OR CUBIC YARD, THE DEPTH OR THICKNESS OF THE -COURSE <br />BACK EDGE SIDEWALK <br />DIRECTED By ENGINEER OR B" CONCRETE <br />SHOWN, ON THE PLANS IS APPROXIMATE AND THE ACTUAL THICKNESS WILL DEPEND ON THE <br />- <br />DISTRIBUTION OF THE MATERIAL AS DIRECTED BY THE ENGINEEN, ' <br />TOP CURB - - - - --w <br />NO TREES TO BE REMOVED WITHOUT THE APPROVAL OF THF ENGINEER. <br />(Y� <br />VARIES 4'-0" <br />SHRINKAGE VARIABLE - ESTIMATED AT 30 TO 35 PERCENT, <br />FLOW LINE --IF <br />THE EXACT LOCATION OF PRIVATE ENTRANCES OR DRIVEWAYS TO BE DETERMINED IN <br />THE FIELD BY THE ENGINEER. <br />FRONT VIEW <br />24" <br />6 <br />ALL OF THE RIGHT OF WAY EXCLUSIVE OF THE ROADBED AND AREAS ALREADY COVERED <br />I <br />WITW CIIITARI F rRASSFS SHALL BE FERTILIZED AND SEEDED. <br />1 1/2" <br />1/4"/FT. NORMAL <br />1/2" 1/211/FT. MAX. 5„ <br />1, <br />I/t'EXPAN SION JOINT SECTION A -A <br />WITHOUT TERRACE <br />CURB <br />d <br />1 <br />1 <br />TOPSOIL AND SALVAGED TOPSOIL TO BE PLACED ON ALL CUT AND FI LL SLOPES TO <br />A DEPTH OF 4 INCHES AT TIME OF PLACING AS DIRECTED BY THE ENGINEER. <br />'I <br />ELEVATIONS OF INVERTS OF CATCH BASINS AND INLETS AS SHOWN ON THE <br />MISCELLANEOUS SHEET ARE SHOWN ON THE PLAN AND PROFILE SHEETS. <br />REMOVING CONCRETE DRIVEWAYS AND CONCRETE STEPS TO 4E PAID FOR UNDER THE ITM <br />VARIABLE <br />j <br />OF "REMOVING CONCRETE SIDEWALK" <br />FLOW LINE <br />�:7PAN� <br />JOINT <br />i <br />TO MATCH E ISTING DRIVE <br />1 OFFSET IF <br />-DESIRABLE <br />I 84� <br />1 <br />ALL DRIVEWAY APPROACHES TO BE 2" BITUMINOUS CONCRETE, EXCEPT WHERE <br />LISTED IN MISCELLANEOUS QUANTITIES AS CONCRETE <br />EXCAVATION BELOW SUB GRADE IS NOT USED TO BALANCE YARDAGE AND IS NOT SNOW11 <br />ON THE CROSS SECTIONS, BUT IS MEASURED AND PND FOR AS UNCLASSIFIED EXCAVATNIIL <br />SECTION 0-0�3'CONC. <br />I. 20' MAX. AT P.L.I <br />SIDEWALK- <br />• <br />NOTE: ALL CONCRETE DRIVEWAYS TO BE MEASURED <br />TYPICAL CROSS SECTION <br />AND PAID FOR UNDER THE ITEM OF CONCRETE <br />SIDEWALK,5`. <br />30'-0"(MAX.) BLOCK <br />OUT CURB <br />FOR <br />CURB OPENING ' <br />, <br />VILLAGE OF MT. HOREB <br />_ FLOW LINE--/,$ <br />10, <br />EIGHTH STREET <br />f <br />It" EXPANSION JOINT <br />- <br />THIS SECTION TO BE MEASURED <br />B F -J <br />IF DRIVE 15 CONCRETE <br />Q <br />- S.T,H.S 92 81 78 <br />AND PAID FOR AS <br />TRAFFIC <br />DRIVEWAY DETAILS: <br />CURB IS GUTTER <br />f w <br />PROJECT 70253(7) DANE COUNTY <br />WITH TERRACE <br />