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V <br />A <br />1/4"R. I" R. <br />71 I" R. <br />"H" • 9" Max. and 4" min. and shall be 6" unless = e , 2"Mln. <br />otherwise shown on plans. 3"R. <br />"Hi' - Same as adjacent pavement thickness <br />for rigid pavement and 12" for other .o ° <br />than rigid pavement (Tie Bars Omitted). 3.° <br />Tie Bar recess posit- L <br />coned in reverse when 14, 2'-0" Def. Tie Bars <br />Concrete Curb is con- Spaced at 3'-0" C C <br />structed first <br />SECTION A - A <br />Note: To be measured and paid for as Type "G" (Including Tie <br />Bars) or Type "J" (Excluding Tie Bars) Concrete Curbs. <br />4 <br />TABLES OF DIMENSIONS FOR VARIABLE SIDE ROAD INTERSECTION ANGLES <br />(Values for Angles not shown shall be interpolated) <br />9 <br />G <br />K <br />B <br />V <br />H <br />X <br />Y <br />P <br />M <br />90 <br />90 <br />43.8 <br />33.9 <br />156.0 <br />94 <br />48.0 <br />11.0 <br />125.0 <br />44.2 <br />95 <br />94 <br />46.7 <br />34.0 <br />156.7 <br />-% <br />47.0 <br />11.0 <br />121.3 <br />41.9 <br />100 <br />98 <br />50.0 <br />34.4 <br />157.4 <br />98 <br />45.9 <br />11.0 <br />117.7 <br />39.7 <br />105 <br />102 <br />53.8 <br />35.2 <br />.158.3 <br />100 <br />44.9 <br />11.2 <br />114.2 <br />37.8 <br />110 <br />106 <br />58.2 <br />1 36.4 <br />159.2 <br />1 102 <br />1 43.7 <br />1 11.4 <br />1 110.6 <br />36.2 <br />115 <br />110 <br />63.4 <br />38.4 <br />161.8 <br />104 <br />42.6 <br />11.7 <br />107.1 <br />34.8 <br />120 <br />114 <br />69.4 <br />1 40.1 <br />161.2 <br />1 106 <br />1 41.4 <br />1 12.2 <br />1 103.4 <br />1 33.7 <br />'*Maximum angle of intersection <br />e <br />I C I <br />G <br />K <br />B <br />V <br />X <br />Y <br />H <br />P <br />I M <br />T <br />- 60 <br />19.7 <br />76.3 <br />38.6 <br />41.5 <br />169.9 <br />67.4 <br />29.3 <br />84 <br />144.5 <br />58.8 <br />21.6 <br />65 <br />17.8 <br />82.6 <br />40.6 <br />39.4 <br />166.9 <br />63.6 <br />25.0 <br />86 <br />141.2 <br />54.9 <br />20.7 <br />70 <br />15.8 <br />87.2 <br />43.1 <br />37.4 <br />164.1 <br />59.7 <br />21.9 <br />88 <br />136.8 <br />51.4 <br />19.2 <br />75 <br />15.7 <br />90.9 <br />45.6 <br />35.7 <br />161.4 <br />55.9 <br />19.3 <br />90 <br />132.7 <br />48.2 <br />17.4 <br />80 <br />15.9 <br />94.9 <br />48.3 <br />34.4 1 <br />158.9 <br />1 51.9 <br />1 17.0 <br />1 92 <br />128.8 <br />45.3 <br />14.9 <br />85 <br />16.2 <br />99.3 <br />1 51.4 <br />1 33.4 1 <br />156.4 <br />1 48.0 <br />1 15.0 <br />1 94 <br />125.2 <br />42.7 <br />10 4 <br />*Desirable Minimum angle of intersection <br />TYPE "A7 SIDE ROAD INTERSECTION DETAILS <br />--------------------y 6 ISO' 200300' <br />----- ----------- - - - - -- ---- <br />�7Through Highroy _ _ _ _ _ - <br />IU <br />,I <br />IIndicates auxiliary passing lane <br />Io <br />N <br />PASSING LANE DETAIL <br />9 = less than 90' <br />GENERAL NOTES <br />Designs may be used interchangeably in combination or separately for any one <br />complete intersection depending upon Intersection angle and surfacing of <br />each approach roadway. <br />Details on this drawing are for minimum design only, and not applicable to <br />special conditions, as shown elsewhere on the plans. <br />SIDE ROAD SURFACING NOTE <br />If the side road is not presently paved, pavement shall be placed to the limits <br />shown. In the case where the construction limits are -beyond the paving limits, <br />gravel or crushed stone surfacing shall be placed between the paving limits <br />and construction limits. <br />If the side road is presently paved, new pavement shall be placed to the limits <br />of design as shown and beyond, if necessary, to meet existing pavement <br />If side road is the construction project, the Intersection surfacing shall be <br />the same as for the project. <br />New Pavement LAYOUT DETAILS <br />® Existing Surface FOR AT -GRADE SIDE ROAD <br />INTERSECTIONS <br />State meq► C,amefiaho $`Wbara,rb; <br />aearroe" Fag rrao <br />7 o www , <br />- <br />_ _ Through Highwok�- - -- - <br />w <br />X60 <br />40 <br />50 <br />. "t < =:. ; ; `:: ( 0 Rl N1 <br />65 <br />40 <br />50 <br />J R1 95 45 49 <br />70 <br />75 <br />40 <br />40 <br />50 <br />50 <br />R2 L 100 50 48 <br />I <br />80 <br />40 <br />50 <br />Type <br />105 55 47 <br />I110 <br />85 <br />40 <br />50 <br />B k10250 <br />46 <br />I I 115 65 45 <br />� <br />Angle of <br />C <br />120 TO 44*Min. <br />4`Max. Angle of <br />Intersection <br />Intersection <br />TYPE "B"CC" <br />SIDE ROAD INTERSECTION DETAILS <br />GENERAL NOTES <br />Designs may be used interchangeably in combination or separately for any one <br />complete intersection depending upon Intersection angle and surfacing of <br />each approach roadway. <br />Details on this drawing are for minimum design only, and not applicable to <br />special conditions, as shown elsewhere on the plans. <br />SIDE ROAD SURFACING NOTE <br />If the side road is not presently paved, pavement shall be placed to the limits <br />shown. In the case where the construction limits are -beyond the paving limits, <br />gravel or crushed stone surfacing shall be placed between the paving limits <br />and construction limits. <br />If the side road is presently paved, new pavement shall be placed to the limits <br />of design as shown and beyond, if necessary, to meet existing pavement <br />If side road is the construction project, the Intersection surfacing shall be <br />the same as for the project. <br />New Pavement LAYOUT DETAILS <br />® Existing Surface FOR AT -GRADE SIDE ROAD <br />INTERSECTIONS <br />State meq► C,amefiaho $`Wbara,rb; <br />aearroe" Fag rrao <br />7 o www , <br />