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Notes: <br /> I . Dimensions of the structural sections are subject to <br /> tolerances specified in the Caltrans standard specifications. <br /> 2. Superelevation as shown or as directed by the Engineer. <br /> 3. Refer to Layout Sheets for locations of Metal Beam Guard Railing. <br /> 3 ' 8 ' 12 ' 12 ' g 3 <br /> - 5% -2% ° <br /> - 5% or Super or Super PG r Super or -5� -5% <br /> .t--- f--- Super (See Note 3 ) <br /> 5•' \ 0. 50' AC (Type A ) �• S• / <br /> 0. 65 ' Class 2 AB <br /> 10' 10' 1 . 10' Class 2 AS 8 ' 8 ' <br /> -2% 2% or 2: 1 OR FLATTER 2: 1 OR FLATTER <br /> - 2/ <br /> Crown* ORIGINAL I NAL GROUND PG L------ <br /> PGCr/ ———————————————— <br /> FL <br /> 0. 50 ' Class 2 AB <br /> 0. 25 ' AC (Type A ) <br /> Class 2 AB <br /> * CONFORM TO CROWN ON <br /> EXISTING JACK TONE ROAD <br /> ' SW' LINE ' B ' LINE ' SE ' LINE <br /> STA 500+00 TO STA 505+ 40 STA 301 +50 TO STA 338+00 STA 600+00 TO STA 611 +79. 30 <br /> ( BRIDGE 314 + 73 TO 321 +86 ) ` <br /> ' NW' LINE <br /> ' NE ' LINE <br /> STA 800+00 TO STA 811 + 15. 26 STA 700+00 TO STA 716+25. 86 <br /> PAVED ACCESS ROAD JACK TONE ROAD COUNTY MAINTENANCE ROAD <br /> z <br /> 0 <br /> a <br /> Q <br /> LU <br /> V <br /> UJ <br /> 0 <br /> a <br /> 4fESSI(yi, a <br /> REGISTERED CIVIL ENGINEERd` ! A• I <br /> w <br /> Sfls/o2 z <br /> PLANS APPROVAL DATE No. C60254 ' <br /> * Exp. 6-30-04 <br /> QUINCY ENGINEERING, INC LP Q a <br /> 3247 Ramos Circle Vl\- <br /> 13 <br /> Sacramento, CA 95827 - 2512 OF CM-WF <br /> w <br /> Q <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> MIGHAEL 5ANGHEZ5/ 13/02 COUNTY OF SAN JOAOUIN NO SCALE TYPICAL JACK TONE ROAD NO. SHEETS w <br /> JEF>% 01.50N 5/02 KAKitiN TATMAN 5/02 3l ��� �� !��r� ;l=�oZ CROSS SECTIONS GRADE SEPARATION <br /> 2 41 <br /> FILE NAM7 DRAWER ISHEET NO. 1 ACAD REVISIONS I DATE <br /> 5085KX. 06N <br />