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t <br /> 'O <br /> N <br /> 301 x <br /> 50 ' IRFWCD b <br /> OSLO ROAD R /W VARIES CANAL J a <br /> A BAHVART A 4 '— 12 ' 12 ' BAHIA R/W <br /> 0 <br /> SOD <br /> SOD ,— .02 — .02 °4 <br /> mron <br /> 6:1 _ _ <br /> �-+ 5 1 /2» B- 12.5 MATCH EXIST, GROUND <br /> W L7MATCH EXIST. GROUND w <br /> s <br /> 3" EXISTING ASPHALT <br /> d1 6" EXISTING BASES <br /> w <br /> U <br /> . g <br /> to <br /> ca <br /> OSLO ROAD TYPICAL SECTION <br /> 27th AVE . TO 20th AVE . <br /> WIDENING MILLING & RESURFACING c <br /> o <br /> i ` SP 9.5 SURFACE COURSE MILL EXISTING ASPHALT i » MIN. DEPTH g <br /> 1 1 /2" SP 12.5 STRUCTURAL COURSE CORRECTING CROSS SLOPE TO .02X. <br /> 5 1 /2` 6- 12.5 ASPHALT BASE 1 " SP 9.5 SURFACE COURSE <br /> 1 1 /2" SP 12.5 LEVELING <br /> pN <br /> �•.'�".'NOTE: O <br /> MILLINGS SHALL BE DELIVERED TO 1590 9th STREET S.W. , SPREAD AND GRADED <br /> AS DIRECTED BY COUNTY INSPECTOR, EXCESS EMBANKMENT THAT CAN NOT BE <br /> UTILIZED IN THE SHOULDER REGRADING SHALL BE REMOVED BY THE CONTRACTOR. <br /> a <br /> U <br /> INDOW RNER COUNTY Ds rfmsnJ of Pub!!o Narks °e <br /> o ase sk 3 GtSYO MCi/0 27191 AYE R7 ?A/h AYE <br /> vm <br /> `� �• n �N CaplJa! P sch <br /> 407567—EOm of ! <br /> i <br /> , <br /> 1 . . <br /> i <br /> I <br />