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6 <br />IF <br />6 <br />E <br />1 <br />9 = 90° or more <br />"H" - 9" Max. and 4" min. and shall be 6" unless <br />otherwise shown on plans. <br />"H1' - Same as adjacent pavement thickness <br />for rigid pavement and 12' for other <br />than rigid pavement (Tie Bars Omitted). <br />Tie Bar recess posit - <br />Adjacent Pavement <br />loned in reverse when 1 i4, 21-0" Def. Tie Bars <br />Concrete Curb is con- 'I-� Spaced at 3'-0" C C <br />strutted first <br />SECTION A - A <br />Note: To be measured and laid for as Type "G" (Including Tie <br />Bars) or Type "J" (Excluding Tie Bars) Concr;te Curbs. <br />TABLES OF DIMENSIONS FOR VARIABLE SIDE ROAD INTERSECTION ANGLES <br />(Values for Angles not shown shall be Interpolated) <br />0 <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 />96 <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 />36.4 <br />159.2 <br />102 <br />43.7 <br />11.4 <br />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 />1 161.2 <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 />150' -- 200' `300'- <br />----- �--------�--------- --- =-- <br />Through Highway <br />IIndicates auxiliary passing lane <br />rc I0 <br />N <br />PASSING LANE DETAIL <br />0 <br />C <br />G <br />K <br />I B <br />V <br />X <br />Y <br />H <br />P <br />M <br />T <br />X60 <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 <br />158.9 <br />51.9 <br />17.0 1 <br />92 <br />1 128.8 <br />1 45.3 <br />1 14.9 <br />8516.2 <br />110 60 46 <br />99.3 <br />51.4 <br />33.4 <br />156.4 <br />48.0 <br />15.0 1 <br />94 <br />1 125.2 <br />1 42.1 <br />1 10.4 <br />*Desirable Minimum angle of intersection <br />TYPE'AA" SIDE ROAD INTERSECTION DETAILS <br />A = less than 900 <br />TYPE "ISWC" SIDE ROAD INTERSECTION DETAILS <br />9 <br />GENERAL NOTES <br />Designs may be used interchangeably In combination or separately for any oem <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 />grovel 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 />D New Pavement LAYOUT DETAILS <br />® Existing Surface FOR AT -GRADE SIDE ROAD <br />INTERSECTIONS <br />state JftAWW COUY1blin q/''Wisoomia <br />O[COYYEMOm Fit Y�IIOIM�: <br />�IL <br />orr� -a ewers <br />Plate No. 9-1.1-A <br />---------=----------------- <br />- <br />Thr"2 H1ghWq-- <br />5a <br />L <br />e Ri Pq�. <br />. <br />"60 40 50 <br />''' <br />0 R1 R2 <br />65 40 50 <br />R1 <br />95 45 49 <br />70 40 50 <br />17R <br />2 <br />I <br />100 50 48 <br />75 40 50 <br />80 40 50 <br />Type W L <br />I <br />105 55 47 <br />85 40 50 <br />110 60 46 <br />1 90 1 40 50 <br />B 10 250 <br />I <br />115 65 45 <br />*Min. Angle of <br />C 5 t 125 <br />120 70 44 <br />*Max. Angle of <br />I ntersection <br />I ntersection <br />TYPE "ISWC" SIDE ROAD INTERSECTION DETAILS <br />9 <br />GENERAL NOTES <br />Designs may be used interchangeably In combination or separately for any oem <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 />grovel 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 />D New Pavement LAYOUT DETAILS <br />® Existing Surface FOR AT -GRADE SIDE ROAD <br />INTERSECTIONS <br />state JftAWW COUY1blin q/''Wisoomia <br />O[COYYEMOm Fit Y�IIOIM�: <br />�IL <br />orr� -a ewers <br />Plate No. 9-1.1-A <br />