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Toper Tangent c <br />to Curve Taper Tangent <br />to Curve <br />Re <br />Toper Tangent ~ R <br />to Curve <br />Taper Tangent <br />to Curve <br />SIDE. ROAD SURFACING NOTE <br />If Side Road is not presently surfaced, <br />new pavement shall be placed as shown, <br />and the remainder to construction limits, <br />if any, shall be gravel or crushed stone surfaced. t . <br />If Side Road is presently paved, new . <br />pavement shall be placed only as necessay <br />to meet existing pavement, and to limits <br />of design as shown. <br />IF SIDE ROAD IS THE CONSTRUCTION PROJECT, <br />the Intersection geometric, remain as shown. Taper Tangent <br />The surfacing shall be some as for the project. to Curve <br />0- Pavement <br />. - Gravel or Crushed Stone <br />Taper Tapent o: <br />ice to Curve r <br />7 Shoulder Line _ <br />, <br />— — <br />aper Tangent <br />to Curve TABLE OF VALUES FOR VARIABLE <br />SIDE ROAD INTERSECTION AtPM <br />(TableVolws for Angles between 8o a 120° <br />not shown shall be k"-nikoiebd) <br />e RI Re Wi We 0 <br />60° 31 <br />72 <br />25 <br />10 <br />65° 35' <br />69' 24' <br />9' <br />70° 39'. <br />66' <br />23' <br />8' <br />75° 43' <br />63' <br />22 <br />e' <br />80° 47' <br />60' <br />21' <br />8' <br />85° 54' <br />57 <br />21 <br />8 <br />90° 62' <br />S4 <br />21 <br />ST - <br />1 RI Re I WI We <br />95 70 <br />5 20 <br />8 <br />100" 80' <br />S0' 20' <br />8' <br />105° 95 <br />48' 20' <br />8' <br />110° 104 <br />r <br />46 19 <br />IT <br />115° 122' <br />44' 19' <br />8' <br />20° 143 <br />42 19' <br />e <br />90° j <br />40' <br />50' <br />* Minimum Int. Angle ■ 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 [I: TABLE OF VALUES FOR VARIABLE <br />"SIDE ROAD SURFACING <br />LE <br />NOTE" above- I 1 A <br />I . ;':-.`:,'.'� <br />._ ..I (Table VOWS far Alglee between s O 120° <br />r <br />not shorn ,bell babe inNrpoloteAT— <br />,��� . a <br />X= Lane Width of <br />Toper Tangent - Stop r # A Ot Through Highway <br />to Curve Sign I Taper Tangent to Curve <br />9 <br />- -THROUGH - i --� - �_ HIGHWAY <br />e RI Re <br />* 60° <br />40 <br />60' <br />65° <br />40' <br />50' <br />70° <br />40 <br />50' <br />75° <br />40' <br />50' <br />80° <br />40' <br />50' <br />85° <br />40 <br />50 <br />90° j <br />40' <br />50' <br />-0 Rl Re <br />95° <br />45 <br />49' <br />100° <br />50' <br />48' <br />105° <br />55 <br />47 <br />110° <br />60' <br />46' <br />115° <br />65 <br />45 <br />Nt120P 1 <br />70 <br />44 <br />Aorkcrete <br />r'n'• -LT"'� <br />Minimum Int. Angle ee 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 Rood is Less than 200 <br />8G -39 <br />x4, 2'-0" Def. Tie Bars /1/4" Radius <br />'S ocedof 3'-0" C:C 2' Traffic Island <br />I" Radom h �Graysi SYrTOGGO <br />N.: <br />> SECTION <br />RECONNENDED POR <br />DI i <br />APPRCVED <br />y ' <br />CONCRETE CURB <br />STATE NWAY EN—SER <br />A <br />NOTE: To be measured and paid <br />for os Type G' (Ir iuding Tle <br />/ 2 <br />8G -39 <br />x4, 2'-0" Def. Tie Bars /1/4" Radius <br />'S ocedof 3'-0" C:C 2' Traffic Island <br />I" Radom h �Graysi SYrTOGGO <br />N.: <br />> SECTION <br />RECONNENDED POR <br />DI i <br />APPRCVED <br />y ' <br />CONCRETE CURB <br />STATE NWAY EN—SER <br />NOTE: To be measured and paid <br />for os Type G' (Ir iuding Tle <br />/ 2 <br />Bars)or Type 5 (Excluding <br />J $Moulder L.,e <br />Bas) Concrete Curb <br />s <br />6 60*\3 Min...: <br />HIO <br />6xbed <br />Aorkcrete <br />r'n'• -LT"'� <br />i 2 �'' � <br />I — — <br />-- --I-- .-. <br />JToper <br />y} `n.._... <br />O° Tangent <br />j�3 <br />to Curve <br />I <br />lent <br />� �• s:;:.>: -".. <br />Taper Tangent <br />TO Curve. <br />GENERAL NOTES <br />Designs 'A" B"t "b" or E" may be used Inter- <br />changeably In combination or separately for <br />any one complete Intersection depending <br />upon Traffic Volume, Intersection angle and <br />Surfacing of each approach roadway. <br />Details on this drawing are for Minimum <br />Design Only, and not applicable to Special <br />Conditions, as shown elsewhere on the plans. <br />.5: ATE 1/G1-•1VgY CO.VM/SSAM OF W/SCONSAV <br />RECONNENDED POR <br />DI i <br />APPRCVED <br />APPROVAL <br />N°INFER OF DES1611 <br />Olt <br />STATE NWAY EN—SER <br />PLATE N0. 9-1.1.4 <br />