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-}-- <br />A <br />300'ti'-I'---v A <br />1/4° <br />I := ;';:"; , ;:: ; •, : "H" ° W Max. and 4" min. and shall be 6" unless <br />otherwise shown on plans. <br />I "Hl" ° Same as adjacent pavement thickness <br />for rigid pavement and 1P" for other <br />than rigid pavement (Tie Bars Omitted). <br />:`�l •�, �-'`',• � Tie Bar recess posit - <br />I 7 � <br />' 1 •t 11 <br />R ,• 1� Sl'10' �• <br />a. <br />6" .,. <br />2' V R. <br />z"tin. <br />R. Adjacent Pavement ` <br />p <br />CL <br />loned In reverse when J-I_'J \ 14, 2'-01" Def/.y Tie Bars <br />Concrete Curb is con- Spaced at 3'-IY' C C <br />P <br />strutted first <br />Conc, curh <br />Type"G"or'J° g = 90° or more <br />f r <br />SECTION A - A <br />Nate: To be measured and paid for as Type "G" (including Tie <br />Bars) or Type "P (Excluding Tie Bars) Concrete Curbs. <br />I / TABLES OF DIMENSIONS FOR VARIABLE SIDE ROAD IINTERSECTION 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 />% <br />47.0 <br />11.0 <br />1213 <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 />5B.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 />1 42.6 <br />11.7 <br />107.1 <br />34.8 <br />P 120-T <br />114 <br />1 69.4 1-40.1 <br />16.2 <br />1 161.2 <br />106 <br />1 41.4 <br />1 12.2 <br />1 103.4 <br />33.7 <br />0 <br />C <br />G <br />K <br />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 />1 94.9 • <br />48.3 <br />34.4 <br />158.9 <br />51.9 <br />17.0 <br />92 <br />128.8 <br />145.3, <br />14.9 <br />85 <br />16.2 <br />1 99.3 <br />1 51.4 <br />33.4 <br />156.4 <br />48.0 <br />15.0 <br />94 <br />125.2 <br />1 42.7 <br />10.4 <br />*Desirable Minimum angle of intersection <br />"`'Maximum angle of intersection <br />TYPE t`A" SIDE ROAD INTERSECTION DITAILS <br />Indicates auxiliary passing lane <br />v ' <br />PASSING LANE DETAIL <br />6 = less than 90` <br />X60 40 56 \ ':, 0 RI R2 <br />65 40 50I R1 95 45 49 <br />70 40 50 Rz I ?;o` j <br />75 40 50 I I 100 50 48 <br />80 40 50 TYPE �NJ125 <br />las 55 47 <br />85 40 50 110 60 115 65 490 as 5a 4_*MIn. Angle of C 5 _ #Max Angie of <br />Intersection _ j Intersection <br />TYPE"B"&7C "SIDE ROAD INTERSECTION DETAILS <br />gyp,-, <br />t <br />GENERAL NOTES <br />Designs may be used interchangeably in combination or separately for any onp <br />complete intersection depending upon Intersectionangle and surfacing -of <br />each approach roadway. r <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 m0wa COAUNLaim e1 Ri WNSIe <br />eccorr NUM ra w�owi: <br />rtt °a o[swwararrn <br />Vat Wat"Oky 0010M6 <br />I. <br />���:�•�'�, <br />- <br />loo' <br />ACort: <br />Curb. <br />1 ` <br />Typa'G'or°J' <br />t <br />GENERAL NOTES <br />Designs may be used interchangeably in combination or separately for any onp <br />complete intersection depending upon Intersectionangle and surfacing -of <br />each approach roadway. r <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 m0wa COAUNLaim e1 Ri WNSIe <br />eccorr NUM ra w�owi: <br />rtt °a o[swwararrn <br />Vat Wat"Oky 0010M6 <br />