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�? MICHIGAN AVENUE <br /> 1F <br /> ROAD I INDEX FILE YEAR SHEET TOTAL <br /> N0. NO. N N T <br /> X-23 1967 2 /6 <br /> ConSf <br /> .See sh/d. d'A/ofe.s for Cor�1f Cor�sf <br /> Lrinifs of C/earr1791 f;Crrubb/icy l <br /> �imi,� z+/';�/ sem _4` �rtrbbing 'Li�ffs ��CYearin� �' Grubbing y�- <br /> 3z' z8' <br /> 6' lz' /z' 6 ' /0 ' I Yar• I Yar <br /> e <br /> h opb I h y> �. oa o. � <br /> * <br /> Yor cQ%,h7, <br /> r <br /> \ --•'. •% e <br /> max— <br /> Q a. r rte•• ••• O ► Oo e • o O� Q • s r v C>: <br /> • . ► 1� ^Z. L <br /> 5�liedu/e _ , �' err, + O•eeere • • e oei �ine ooe• eordi ' �e,e • o " 0 *O SllOu��/Lm/ <br /> -.. , s • e r e ♦ • • a O.• • • • �• e • • • • • ♦ e r > o t • • • • e O e b J .J G�7Cf7 U�C <br /> O o s • s • r I o • ►1 r- s • a e • • r • • r O b e • b • I <br /> — <br /> • s >O o e r o. o rI♦ • ♦ , ' ♦ + • • • ♦ • r - ♦•r • • s • . • 170 6 0 ! � 6 r e e �,e <br /> Liinf of C/eniiny ¢'C?rubbr:y SHOULDER <br /> SHOULDER <br /> rte— /2 ' 2 " 4 ' DETAIL 1 DETAIL 2 <br /> O nr` 2e do � <br /> 20 Asph�a/� Co c �`e r. <br /> 0.a5" 4g,yreyvfe -5 2166atsr <br /> • e - o I ° - <br /> = e <br /> T YAP I CA L Consf. Const. <br /> SECTIONl <br /> t <br /> ST4+6� STT STA.23+_8-6 (RT) <br /> moi✓fs:r`ot`' /e�r-rn "� r�rbb rty <br /> T,A: imi s a earl g �`c r. ii�g <br /> r� <br /> S <br /> TA, 30 + 94 T`0 5T'A. 35*000 T.) <br /> STA . 0 "+' I2 TO STA . 35 + 00 4 Yor. <br /> STA - 68 + 75 TO STA . 69 + 60 <br /> Gt A.C. Dike Q ✓Q/ <br /> 60 ' � , <br /> L/ir�ifr of'C/enrsin9 f' GrU66ri�y �` o . o • �,'�, O..SO " ° <br /> ✓a• 6 " 2.3 , Q c '� /�1 , /, 6 " !/ate <br /> � o -Con,5f SHOULDER <br /> I/or�ob/e /hr�ab/s DE TAIL <br /> ooa' i/ar <br /> M ,0. 17,0 SHOULDER <br /> o� c-i�o�,�y + DETAIL <br /> 1 � T <br /> Conform fa c%rreT Cax. �XiS/`ii�y /V 0/ E5 <br /> m 8/ L fN!/r5 OF CL EAR/NG <;�' 61?ZISRIA16 <br /> TYPICAL BSTA-, '45+96 TO STA.>47 3 ��� •� ✓ Ex>s/ 6,0170 / C/earii�q c�nd grubbri2g between S�`a 0;12 <br /> SECTION p /a Sla. 35 0O shall be 7ar7i1`eo' lo areas <br /> SHOULDER SCHEDULE - Shawn on shou/o%r detoi/s . C/eariny al7d <br /> ;'-STATION SHOULDER grubbing Shall 17,07` be required h7' of` <br /> STA. 35 + 00 1 0 STA 47 `� 6 3 STATION to STATION exisfinq curbs or SId1'~a/ks . <br /> DETAIL Lt'. DETAIL Rt. <br /> D>/Z 2,.3z 3 3 2. Each layer of Asphall Concrele shall 1701 <br /> 2+32 2136 / 3 exceed =`O.20 fool 117 cnwpocled thickness. <br /> 2*3G 3t,3/ <br /> Cons/ 260 7*31 <br /> / <br /> ZAr71 /s <br /> 1/oriob/e 6 X x 6 ' l�oriob/e /4 o 13 /6+29 3 <br /> fioriob/e Yoriob/eA J BUILT <br /> Vor 0. 08" /7+60 23'1616 See Tyasee 'All <br /> 777 --177---772T -- - --�--�- 2318`6 26YL95 " 11 �iQ3 - R <br /> --'` Exist :G�t G CORRECTIONS IONS BY <br /> - - -` 20 As half Cor7c�sfe 26 t9. 3Q +8 �� <br /> E•+isfii7 Carb,> 6ufifsr E.nsfir�q/fZi�emer�f E,►i' fii7 Curb Gaffer t t C? CHANGES _ <br /> 3CJ 89 33- 00 <br /> 6 Side�o/k <br /> TYPICAL Eso'evYa�.F 6et75 69A60 4 <br /> SECT ION C COUNTY OF SAN JOACUIN <br /> DEPARTMENT OF PUBLIC WORKS <br /> �` 5fi�oair79 is a�oProxiinafc. Sec Sf�''` /f �r <br /> /P/!9f`i o� car6, gafir�r/ vif� 6' s/dPwQ/.F. <br /> STA , 47 + 63 TO STA. 50 + 04 (x = /¢ ') TYPICAL SECTION y <br /> STA. 54 + 13 TO STA. 68 + 75 (x — /G /) EDRAWN..: APPROVED DATE DATE CHARLES 8. WONG R.E.11988 DRAWING NO.. <br /> DIRECTOR OF PUBLIC WORKS <br /> q ice. <br />