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r +, <br />�e r <br />w �x <br />IL it Y <br />L. -,-., �... ?...-r .. ... ..: � <br />6'- 0" <br />4'-0° 8,-0 " — <br />3-2 ° 2'-10 2" BITU. MAT <br />.l <br />GRAVEL OR CRUSHED <br />STONE BASE COURSE <br />CENTERLIN <br />CONSTRUCTION <br />221-011- <br />40'- <br />-011 <br />40'- 0" <br />�I <br />24 0 -8 0 <br />2'- 0" <br />T" <br />9" SAND 8 GRAY <br />REFERENCE LINE <br />5'- 4VA R .—�- <br />1 <br />2l-61' <br />O�-�N' -0.015 F T. / F T <br />ROUND SLOPE <br />HALF SECTION IN FILL HALF SECTION IN CUT <br />*TYPICAL FINISHED SECTION OF WEST HALF OF BOULEVARD <br />NOTE: BITUMINOUS a SHOULDER SURFACING NOT A PART OF PROJECT. <br />6'- 0" <br />4'- 0'= <br />a-� <br />ROUNDING <br />60' R / W <br />� _CENTERLINE <br />4� Ot'- "W' VARIABLE TO MATCH EXISTING ROAD <br />5'_ 4 "_ VAR. 10 „ " — <br />I O'- 0" VAR. <br />2'MIN POINT REFE RED TO 2'MIN ;2=1%2 3=2%2 <br />2"81TU. MAT. ON PROFILE <br />_x -;.d Xm 8+a4' 6't t.: <;Yi ..fit-.;'w.m• a t: �`'�ti..' .sRVA fb "J& "'-- <br />4- 1 SLOPE 0.015 FT/ FT. <br />9"SAND a GRAVEL FILL CRUSHED GRAVEL OR <br />STONE BASE COU <br />HALF SECTION IN F I LL HALF SECTION IN CUT <br />NOTE : TYPE OF SURFACING TO MATCH, EXISTING SURFACE <br />TYPICAL SECTION FOR SIDE ROADS <br />REFERENCE LINE <br />CENTERLINE OF CONSTRUCTION <br />2"SITU. MA <br />HALF SECTION IN FILL <br />24'-0'l <br />L <br />641 - 011 <br />I— — — <br />20'-0" MEDIA <br />-10,_0 <br />2"Soo POINT REFE <br />SALVAGED TOP <br />S01 L <br />ON PROFILE <br />ULTIMATE FINISHED SECTION <br />NOTE: BITUMINOUS a SHOULDER <br />SURFACING NOT A PART OF PROJECT. <br />4_ <br />, VA R.- <br />3' MIN. <br />fa <br />2 <br />.�I I <br />I0 -I S O E <br />60' R/ W <br />42'- O" <br />24'- 0" <br />GRAVEL OR CRUSHED <br />STONE BASE COURSE <br />_ h <br />9" SAND a GRAVEL FILL <br />HALF SECTION IN CUT <br />VAR. <br />MIN. 3' <br />1O ,1 -.SLOPE <br />8 - 0 11 <br />L <br />X0.01.5 SLOPE FT /FT, <br />X <br />d f <br />C <br />F 'pea x Z <br />4 <br />t F <br />` -. __ d_.�....1 t__�_�i.�c�..:},:r..c.._. ... .... '. .�:_�_'}-.•____ �: .. ---•_ -.�.. ,_.e,..a . r .ase- _.. ., ¢:.' ,�..,�,r ..... .a. .�.:��°, <br />e <br />ROUNDIN <br />UNDING <br />y-- 6 1 011 a <br />2-1043.-2', <br />VAR. VAR. <br />3'MIN. <br />N <br />1 / � <br />COUNTY <br />AND <br />HIGHWAY <br />s <br />CLASS AND AGREEME <br />FEDERAL <br />DIVISION <br />OFFICE <br />SHEET <br />NUMBER <br />r <br />w <br />FEDERAL <br />13.6 <br />455.0 <br />13.2 <br />2 <br />: <br />6'- 0" <br />4'-0° 8,-0 " — <br />3-2 ° 2'-10 2" BITU. MAT <br />.l <br />GRAVEL OR CRUSHED <br />STONE BASE COURSE <br />CENTERLIN <br />CONSTRUCTION <br />221-011- <br />40'- <br />-011 <br />40'- 0" <br />�I <br />24 0 -8 0 <br />2'- 0" <br />T" <br />9" SAND 8 GRAY <br />REFERENCE LINE <br />5'- 4VA R .—�- <br />1 <br />2l-61' <br />O�-�N' -0.015 F T. / F T <br />ROUND SLOPE <br />HALF SECTION IN FILL HALF SECTION IN CUT <br />*TYPICAL FINISHED SECTION OF WEST HALF OF BOULEVARD <br />NOTE: BITUMINOUS a SHOULDER SURFACING NOT A PART OF PROJECT. <br />6'- 0" <br />4'- 0'= <br />a-� <br />ROUNDING <br />60' R / W <br />� _CENTERLINE <br />4� Ot'- "W' VARIABLE TO MATCH EXISTING ROAD <br />5'_ 4 "_ VAR. 10 „ " — <br />I O'- 0" VAR. <br />2'MIN POINT REFE RED TO 2'MIN ;2=1%2 3=2%2 <br />2"81TU. MAT. ON PROFILE <br />_x -;.d Xm 8+a4' 6't t.: <;Yi ..fit-.;'w.m• a t: �`'�ti..' .sRVA fb "J& "'-- <br />4- 1 SLOPE 0.015 FT/ FT. <br />9"SAND a GRAVEL FILL CRUSHED GRAVEL OR <br />STONE BASE COU <br />HALF SECTION IN F I LL HALF SECTION IN CUT <br />NOTE : TYPE OF SURFACING TO MATCH, EXISTING SURFACE <br />TYPICAL SECTION FOR SIDE ROADS <br />REFERENCE LINE <br />CENTERLINE OF CONSTRUCTION <br />2"SITU. MA <br />HALF SECTION IN FILL <br />24'-0'l <br />L <br />641 - 011 <br />I— — — <br />20'-0" MEDIA <br />-10,_0 <br />2"Soo POINT REFE <br />SALVAGED TOP <br />S01 L <br />ON PROFILE <br />ULTIMATE FINISHED SECTION <br />NOTE: BITUMINOUS a SHOULDER <br />SURFACING NOT A PART OF PROJECT. <br />4_ <br />, VA R.- <br />3' MIN. <br />fa <br />2 <br />.�I I <br />I0 -I S O E <br />60' R/ W <br />42'- O" <br />24'- 0" <br />GRAVEL OR CRUSHED <br />STONE BASE COURSE <br />_ h <br />9" SAND a GRAVEL FILL <br />HALF SECTION IN CUT <br />VAR. <br />MIN. 3' <br />1O ,1 -.SLOPE <br />8 - 0 11 <br />L <br />X0.01.5 SLOPE FT /FT, <br />X <br />d f <br />C <br />F 'pea x Z <br />4 <br />t F <br />` -. __ d_.�....1 t__�_�i.�c�..:},:r..c.._. ... .... '. .�:_�_'}-.•____ �: .. ---•_ -.�.. ,_.e,..a . r .ase- _.. ., ¢:.' ,�..,�,r ..... .a. .�.:��°, <br />e <br />ROUNDIN <br />UNDING <br />y-- 6 1 011 a <br />2-1043.-2', <br />VAR. VAR. <br />3'MIN. <br />N <br />1 / � <br />COUNTY <br />AND <br />HIGHWAY <br />ROUTE <br />A N D <br />SECTION <br />CLASS AND AGREEME <br />FEDERAL <br />DIVISION <br />OFFICE <br />SHEET <br />NUMBER <br />TOTAL <br />SHEETS <br />STATE <br />FEDERAL <br />13.6 <br />455.0 <br />13.2 <br />2 <br />STANDARD ABBREVIATIONS <br />C = UNCLASSIFIED EXCAVATION <br />F = FILL <br />B = BORROW <br />C.P. = CULVERT PIPE <br />W E. = MARSH EXCAVATION <br />APPROVED DETAI L DRAWINGS <br />ARE AS FOLLOWS <br />DETAIL PLATE N0. <br />PRIVATE ENT. a SIDE ROADS I _ 3-1- 1 <br />RIP RAP FOR CULVERT a E.W. TYPE "B" 6-- 2-2-1 <br />MARKER POST SHOULDER a CULVERTS i- 1- 1. 1 <br />MARKER POST R/W 1- 1- 2 ,2 <br />CONSTRUCTION BARRACDE 7-4- 1 - I <br />MARSH EXCAVATION I -- 1 - 1 .2 <br />GENERAL NOTES <br />NO TREES ARE TO BE REMOVED WITHOUT THE <br />APPROVAL OF THE ENGIN EER <br />SHRINKAGE VARIABLE ESTIMATED AT 25% --30% <br />THE EXACT LOCATION OF PRIVATE ENTRANCES TO <br />BE DETERMINED IN THE FIELD BY THE ENGINEER <br />611 INCHES OF SELECTED EXCAVATION TO BE PLACED <br />OIN ALL FILL SLOPES. <br />4"INCHES OF SALVAGED TOP SOIL -To BE PLACED ON <br />CUT SLOPES . SEE SHEET 3A FOR LOCATION. <br />ALL THE RIGHT OF WAY EXCLUSIVE OF THE ROADBED <br />AND AREAS ALREADY COVERED WITH SUITABLE GRASSES <br />SHALL BE FERTILIZED AND SEEDED. <br />BITUMINOUS AND SHOULDER SURFACING NOT A PART OF <br />• THIS PROJECT TO BE CONSTRUCTED BY DANE COUNTY. <br />i <br />i <br />S'ti-er 9�^-911 <br />. . .171P s .�. t �. � <br />, .. .. <br />