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R/W <br />GB FP <br />SHOULDER <br />2' <br />8.0% <br />-.0 -. <br />R/W <br />42' <br />12' RIGHT TURN LANE <br />24.5' <br />12' TRAVEL LANE <br />Lei <br />12.5' <br />12' TRAVEL LANE <br />20' <br />— 0.50' TYPE A ASPHALT CONCRETE 0.17' AC OVERLAY 0.50' TYPE A ASPHALT CONCRETE <br />1.58' CLASS 2 AGGREGATE BASE <br />1.58' CLASS 2 AGGREGATE BASE 2.0% 2.0% <br />,.._......s ,_._..._... _.. _._ .._.._.........._._ — .._ ._.._.. __. — — — .._ — _._ —.._,..._ _.. _.... — _..,...._ .._. _... _._.._.y. — __ __ . _ 2' <br />AC LEVELING COURSE <br />EXISTING STRUCTURAL SECTION <br />(4" AC OVER 20" AB) TI = 10.0 <br />R-VALUE = 17 <br />42' <br />FL 3 5, GB <br />2 2 <br />SWALE PER SHEET C-4 <br />LOCATION AND DEPTH <br />VARIES PER PLAN <br />SWALE PER SHEET C-4 <br />LOCATION AND DEPTH <br />VARIES PER PLAN <br />1= <br />x E <br />3E <br />�o <br />o_ <br />I t <br />X � <br />3 I <br />cj o <br />I � <br />I � <br />xa <br />262 12 - MacArthur Drive Improvements\Civil\C1 - CS.dwg, C-3, 9/2712012 2:49:00 PM <br />R/W <br />STA 43+45.46 TO 46+67.20 <br />MacARTHUR DRIVE TYPICAL SECTION <br />NOT TO SCALE <br />4, EP <br />_I_ <br />SHOULDER <br />2' <br />12.5' <br />12' TRAVEL LANE <br />2.0% <br />8.0% — - <br />1.0' CLASS 2 AGGREGATE BASE <br />Lei <br />TI = 8.5 <br />R-VALUE = 17 <br />20' <br />12.5' <br />12' TRAVEL LANE <br />EP <br />4' <br />SHOULDER <br />2' <br />EP 4, <br />SHOULDER <br />2' <br />0.42' TYPE A ASPHALT CONCRETE <br />2.0% <br />8.00 <br />1.29' CLASS 2 AGGREGATE BASE <br />1.O' CLASS 2 AGGREGATE BASE <br />STA 27+73.48 TO 43+45.46 <br />MacARTHUR DRIVE TYPICAL SECTION <br />NOT TO SCALE <br />1.75' FL 1.75' GB 4, EP <br />SHOULDER <br />2' <br />1 1 <br />VARIES 1 F, <br />20' <br />12.5' <br />12' TRAVEL LANE <br />82.0% <br />.0% —►--- <br />il.O'CLASS 2 AGGREGATE BASE <br />CL <br />20' <br />12.5' EP 4' <br />12' TRAVEL LANE SHOULDER <br />2' <br />0.50' TYPE A ASPHALT CONCRETE <br />2.0% <br />8.0% <br />1.58' CLASS 2 AGGREGATE BASE <br />1.0' CLASS 2 AGGREGATE BASE <br />TI = 10.0 <br />R-VALUE = 17 <br />STA 46+67.20 TO 50+85.41 <br />MacARTHUR DRIVE TYPICAL SECTION <br />NOT TO SCALE <br />R/W <br />GIB 1.75' FL 1.75' <br />1 � <br />�1 VARIES <br />SWALE PER SHEET C-4 <br />LOCATION AND DEPTH <br />VARIES PER PLAN <br />R/W <br />GIB 1.75' FL 1.75' <br />1 � <br />�1 VARIES <br />1 <br />SWALE PER SHEET C-4 <br />LOCATION AND DEPTH <br />VARIES PER PLAN <br />R/W <br />GFL <br />B 1,75' <br />,1.75' <br />1 � <br />�1 VARIES <br />SWALE PER SHEET C-4 <br />LOCATION AND DEPTH <br />VARIES PER PLAN <br />ENGINEERING <br />8$5 Sonoma Avenue <br />suite C <br />Santa Roar Ca 95W <br />T& (707) 5444 4 <br />F= (707) 544-0866 <br />Q Copyright 2012 <br />D QROF ES J I pNq� � <br />No. 30888 <br />EXP. 3-31-14 <br />C / V 1 L <br />F OF C A\_\F <br />U) <br />Z <br />W <br />W <br />> <br />/n' <br />VJ <br />z <br />W <br />>� <br />O <br />n <br />W <br />> <br />�2� <br />J=rn <br />U <br />= <br />p <br />U <br />_ <br />�-U� <br />� <br />Q <br />U <br />o <br />U <br />Q <br />>.. <br />� <br />Ory <br />Submittal / Revision: <br />0 <br />0 <br />0 <br />0 <br />Job No: 06-1262 <br />Drawn By: SIGH <br />Checked By: DS <br />Date: 2012-09-04 <br />Sheet Number <br />C-3 <br />3 of 19 <br />