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i <br /> GENERAL NO TE S <br /> COnSf /. Existing pova.menf markers may rcmoin <br /> in place where overloy fhiekn¢ss is 0.25 <br /> Limits of C/ecrri 79 and 6'rubbirn9 0 or greater. <br /> ted, 2. Povemenf Reinforcing fabric shall 6¢ <br /> Y r V r D ' � .9 placed ori existing pavement <br /> a . a. 3 6 2 " Conform Ex Surface <br /> Sh/d. 3. Grove/ed shoo/der shall be eoA574iac/-¢od �y <br /> - Vor. Uniform// p/o cin9 Shou/oar Backii�Jc <br /> 2�l'PaYement Reinforcir�9 fabric 36 " Pavement Reinforcing Fabric o/ the rat¢ shor.J& 6¢/ow <br /> Roth Rd -Sta. 155 o-00 to Sto. /73 -00 (Rf) ' 3 toas�S i. <br /> Con form i B <br /> Val. Var / -O,/0 A. C. Grading P/oaa: L - - Roth �Pd. -Sto. /7.300 lo 51a- 17918,5' (91) r /. 5/ais/S/a. <br /> �� -- Ex is n arb ¢ o r shall be /'/u h <br /> _ J� fi y C 41rpor/ Way Sfo 4-00 la. 4 tG0 L/� 3 ns�5/ . <br /> - -- - - ' Th¢ comp/ ted qro ve/a d sh u/de / s <br /> -- - — -- - - - - -- - - -- - -- and C�uffer <br /> O. /7 ' Asphalf Concrete D. /7 'Aspha/fC'onerete - - - - -- -- - ----- J-- wi7fi ffi¢ edge of poverr,erf <br /> Orer/a Over/a Refer to Edge of <br /> Shoulder Bac/rirn9 1' 1' Pavewenf NOTE : Aspha/f Concre% Sarfociny <br /> Detail <br /> Exxistirrq Roadway fxistirn9 fi'oadWaV and P/anin9 Defai/. no/ shown for clori y . <br /> Bxistinq Curh fo <br /> remain ir� ,a/ace. <br /> PLANING ,DETAIL <br /> wrrHayr CURB s GUTrER TYPICAL SECT/ON MR/ CURB 0 currER <br /> Sfo. 98 132. to Sfo. /07-00 <br /> o <br /> @ . <br /> a Refer to Shou/der De tai/ for Sfa. /56 00 to S/a/Y- Z oe- <br /> Con form ,EP. <br /> ConsA. • Refer fo P/on Sheet's for variations <br /> in width. Finished Surface `� <br /> Limits of C/eorin and Grabbing • 0. 25 ' A. C. -Shy. /07 -00 to Sfa. //6 100 _ _ _ _ J1 rl Z�i <br /> Con form <br /> • 0.25 A. C. - Sfo. 129 - 00 lo Sfo. /4G 100 Exi5finy WOW I <br /> ■ D, 17' A . C. - Sfo. /44100 Ao Sfa. 178 f 85 ` _ _ _ _ _ A /2' Min. <br /> 4' 4' 4/6' �/6" '4' '4' <br /> Sh/d. sh/d. T YPE D <br /> 24 Pova.menf Reinforcing Fabric Ex isfiny Curb <br /> � and Ciuf7`e r <br /> 0.30 Aspho/t Concrete over <br /> Conform 7`8� Var. Vo8%_77, <br /> Conform shaped anc/ compacted nalive ma/erio/ <br /> var gar EDGE OF PAVEMENT <br /> - Road a � DETA IL <br /> Shou/der Boekiny sting w y Aspha/f Concrete <br /> Overlay <br /> (Typ. ) <br /> TYP/CA L SEC TION <br /> Conform <br /> Lirnifs of moi/box S/-a. /07100 to Sia. l/6 180 <br /> re-%cation . 5& lZ 9 -OD to 3b7. /78 185 Const. 41 Q. op <br /> Limits of C/eariny and Grubbing i + <br /> Eorlhwork (Mise. Areas) R - Conform /o Conform <br /> exis ting radii <br /> Const. /� 4 06, <br /> S17/0' TYPE E <br /> Limi/s 070C/a.ariny orrd Grabbing Voriob/e depth Aspho// Conerefe <br /> 8/ _ Con form over ex45 y paved drive way. <br /> 0 <br /> 3' /G' /�' <br /> " � . - - - - - - - - - -,—' �: . TYPICAL DRIVEWAYS <br /> 2¢ Povemenf Reinforeiny fabric <br /> Irnporfed Borrow <br /> Conform Vor. Var r Conform <br /> Gaffer Grade <br /> 2'- 5-ta 173 -00 /-o Sta. /79 - 25 <br /> (Refer lo sheet 5 , QROUSSIpN9� <br /> for roti/¢. ° 4 - Sto. /73 t 00 to Sfa. 179 -25 �Q� � M. Hi Fye <br /> � 0.35 Aspha/f Concrete � P <br /> Overloy '6Grave/ed shoulder - See Genera/ No. 21258 DES /GN DES/4NATION <br /> Exisfiny A. C. Dike Shou/der Backing Nofe No. 3 * Exp.9-30M 20 year - 20/0) <br /> Approximate/y 2 W dika <br /> Ao re/77oin in p/oee . (Typ. ) Exisfin Roadwa (Typ ) si C/ 11L" � y <br /> OF CAUE <br /> � qlF A.D. T. = 8, 000 T= 7 <br /> relnoin exposed for droino9a TYPICAL SECT/ON SHOULDER DETAIL m U.H. V = 800 V = 45 M.P. H. <br /> 1 <br /> Sha. /55 00 lo -571a. /79-25 (Right - Rofh Rd) <br /> Sfa. /l(o 180 to Sta. /29100 5-to. 4 -00 Ao Sfa. 4 -GO <br /> � (Leff - Airpor/ Z✓oy) <br /> F <br /> G j�' TYPICAL SECTION AND R0TH ROAD <br /> /Yv //'`t 1/r�� �� NO SCALE <br /> k <br /> �� s�o/89 ��y �r�88 �/lo.,+rvlrJ 5 �� '�� CDIVSTRC(CTION DETAILS Monthey lid. to Airport way z � <br /> m _ <br /> Rao ds R 230 <br />