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• 6/il - S <br /> SACRAMENTO ROAD <br /> ROAD FILE SHEET TOTAL <br /> Na INDEX NO YEAR NO. SHEETS <br /> 01-189 11-18 V S-1491 1957 2 9 <br /> 80" <br /> - 80 <br /> 3 Construction It <br /> Va r. 3 3 Construction <br /> Var. <br /> Q Vor. Var <br /> 4 0.21x24 Plant Mixed Surfacing w 4 <br /> PMS. P.M.S. 16 3 4 0.21x24 Plant Mixed Surfacing 4 3 16 <br /> Shoulder I Shoulder <br /> PM.S. P.M.S. <br /> Shoulder Shoulder <br /> .083 ° o ° 083, <br /> Var 5/°. .-..... 2 /0 2% 5� Var <br /> 2% 1 5°/0 <br /> 1 2% 1 2% 15% 2% <br /> .083' 083' / <br /> 0.67 Existing A.C. Pavement 0.67" <br /> Untreated Base Untrcattd Bose Vor —Dinh Grade 0.67x32 Untreated Bose over Variable Import <br /> TYPICAL <br /> Di>ch SECTION A STA. 24 +50 TO STA. 31+00 T Y P I C A L D STA. 24+50 <br /> D <br /> STA. 88+00 TO STA. 92+00 SECTION TO <br /> STA. 0 +40 TO STA. 14 + 50 STA. 14 + 50 TO STA. 36 + 50 STA. 31+00 <br /> STA. 47+ 00 TO STA. 53+00 STA. 39 +50 TO STA. 40 + 50 <br /> STA. 66 +50 TO STA. 80 +00 STA. 46+00 TO STA. 47 +00 <br /> STA. 104 +50 TO STA. 234 + 00 STA. 53+00 TO STA. 66+50 <br /> STA. 253 +00 TO STA. 414 +75 STA. 80+00 TO STA. 92+00 <br /> STA. 97+ 50 TO STA. 104+50 <br /> so" <br /> 80 <br /> Construction <br /> Var. Var Var Construction <br /> Var. � <br /> 4 0.21 x24 Plant Mixed Surfacing 4" I <br /> P.M.S. <br /> 16 3 4 0.21"24' Plant Mixed Surfacing 4 3" <br /> Shoulder I Shoulder P.M.S. PM.S. <br /> Shoulder I Shoulder <br /> Var. 5% 2% 21"0 15% <br /> oas' � 2% 2 % 5% 2% <br /> i \12\ .083 7 <br /> .083• <br /> 0.5x32 Untreated Base over Variable Salvage Material _ _ <br /> `-I Grade <br /> 0.67 x32 Untreated Bose over Variable Import E Exist. Povewnt <br /> TYPICAL <br /> SECTION q1- STA. 92+00 <br /> TO TYPICAL <br /> STA. 234+00 TO STA. 253+00 STA. 96+00 SECTION D <br /> STA. 36+50 TO STA. 39+50 <br /> STA. 40+50 TO STA. 46+00 <br /> STA. 92+00 TO STA. 97+ 50 <br /> TYPICAL CROSS SECTIONS <br /> Scale 1 " = 6 ' <br /> S _ (4q <br />