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tr <br />Taper Tangent <br />o Curve �. <br />min iT <br />O { 1 <br />D. <br />Taper Tangent 0 LO <br />a ` <br />o Curve Toper Tangent <br />to Curve <br />Rz <br />\$� 5 � O <br />14 <br />1� <br />P Sign <br />71 <br />fV <br />IGHWAY <br />--�- - - -- - -- THROUGH <br />✓�'0 \ n 4 - <br />� <br />I Rx �0 ...•5� <br />Toper Tangent <br />to Curve <br />Mail II v <br />min <br />-Stop Si <br />�3 <br />50 21)ID <br />-- Shoulder Line <br />100' <br />1 <br />90.— -,_Toper Tangent <br />iper Tangent <br />to Curve <br />I i, 7 -65 <br />SIDE ROAD SURFACING NOTE X4,2' 0" Def. Tie Bars v4' Radius <br />if Side Road Is not resent) sirfoced, ' <br />p y Traffic lelond <br />new pavement shall be laced as shown, Spocedai 3-O" C C 2� <br />P p "" `�'i��""r I' Rnd, I / Gravel Surfaced <br />and the remmnoer to construction limits, v � v ��0'-�_ � , <br />if an shall be gravel or crushed stone surfaced. `V A �I <br />\ Cpncrete Curb around ^ O 8 <br />f Traffic Is pavement <br />�/- <br />If Side Road is presently paved, new \ �\ �� Surface f <br />pavement shall be placed only as necessay <br />to meet existing pavement, and to limits vv �� Ci <br />urb <br />of design as shown ��v � � � , ' Stop- I <br />o <br />O, Z2 , Toper Tangent Sign <br />IF SIDE ROAD IS THE CONSTRUCTION PROJECT, Standard Marker 6 <br />v �o _ � to�v 9, Posts at Island <br />he Intersection geometrics remain os shown, Taper Tangent \ .,urce� <br />prners <br />The surfacing shall be some as for the project. C1 � I I � <br />- to Curve 1 - j SECTION <br />Pavement ° �'�� CDNCRETE CURB <br />Grcvel or Crushed Stone „T T NOTE: To be measured and paid <br />2 ny forasT e'iG°(Includin Te <br />Taper Tangent �� 3y QE, � YP 9 <br />00' to Curve — 90 W o, 150 Bars)or Type 'S°(Excluding <br />�200 Tie Bas) Concrete Curb <br />_—(-StopSlgn���, �\-_- I - ---moulder Llne-—� <br />N. .. Z —. _.— ___ �- . <br />60° =Min <br />-- - -- -- -�\ HIGHWAY �. <br />- - THROUG - - - -- - � - - <br />Concrete Curbed <br />/� <br />orner rQ IC Is IR_n <br />00' <br />° Toper Tangent <br />3' <br />Toper <br />Curve <br />I <br />-Q yr -L- rVn VMnIM10—j <br />SIDE ROAD INTERSECTION <br />ANGLES <br />(Table Values for Angles <br />between 60 9 120° <br />not shown shall <br />be rote rpolated) <br />0 R R2 WI W2 <br />0 t Rl R?_ WI W2 <br />_ <br />X60° 31 72 25 <br />0 <br />9- <br />95° 170 52° 20 8 <br />65° 35 69'24 <br />20 B <br />100° 180' S0'� <br />_ <br />70° 39'-66' 23' 8' <br />_ <br />105°, 95 48 20 S' <br />75° 4343 T 63'_22 8 <br />80° 47 60 21 B <br />1 0° 1104 46 - 19' 8' <br />115° 122 44 19' 8 , <br />85°,. 54 57' 2�' <br />20°i 143 19' <br />9-0 62' 54 21 ! B'- <br />}}_42 <br />L_ <br />* M,nimum Int. Angle <br />___�L _ <br />* Maximum Int. Angle <br />MAJOR SIDE ROAD INTERSECTION DESIGN DETAILS <br />To be used only when current ADT on Through Highway is 1500 or over, and <br />on Side Road Is Over 200 <br />SIDE <br />ROAD <br />For Surfacing Limits See <br />'SIDEROAD SURFACING <br />NOTE° above. <br />RI _ I mm: <br />X=Lane Width of <br />S <br />Taper Tangent cE top 9 <br />Through Highway <br />to Curve-� hSS <br />ign i.... ,11b _I Taper Tangent to Curve <br />50 _ '� 90 old f'5Q <br />Zu <br />THROUGH HIGHWAY \� �— rk <br />-- 1--i - -- - - - <br />TABLE OF VALUES FOR VARIABLE <br />SIDE ROAD INTERSECTION ANGLES <br />(Table Values for Angles between 609120° <br />not Shown shall be interpolated? <br />0 RI RzJ8 RI R2 ! <br />60 40' 50' ' 95° —45' 49' <br />65° 40' 50' 10_0 ---5O 50 48' _ <br />70° 40' 50' 05° 55' 47' <br />75° 40' 50'__110° 60 46' <br />80_0 40' 50 115° 65 45' <br />85° 40' S0 =x120_° 70 - — 44 <br />90° J 40 50' _ _ <br />* Minimum Int, Angle *rt Maximum Int. Angle <br />MINOR SIDE ROAD INTERSECTION DESIGN DETAILS <br />To be used when current ADT on Through Highway is Less than 1500 or on <br />Side Road is Less than 200 <br />L_ <br />CIOt 0° <br />Taper Tongent 5 . <br />o Curve r \ l\Toper Tangent <br />Tata <br />to Curve <br />S 9 S <br />v" <br />y <br />GENERAL NOTE$ <br />Designs °A""Bi;°'tJ" or 'i maybe used inter- <br />changeably in combinat,on or separately for <br />any one comple'e ihtersectlon depending <br />upon Traffic Volume, Intersection angle and <br />Surfacing of each approach roadway. <br />Details on th's drawing are for Minimum <br />Design Only, and not oppl,cable to Special <br />Conditions, as shown elsewhere on the plans. <br />IGN a LAYOUT DETAILS FO <br />(RURAL IN CHARACTER) <br />',,: E' .-16E7IVAK CG,YGNSSiON !iF ti'I�CONSIY/ <br />R 111MEvIEU =aR a ­_ 0 <br />2-s 'sQ <br /><<=o.cvEo <br />Erc - rE�R <br />P ,A;E r10. 9-1.1.4 <br />