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LS1 " <br />LINE <br />22, 8' <br />EXIST LS1 " <br />EXIST <br />0'17 <br />EXIST <br />LINE <br />LS1 " EXIST <br />R/W R/W EXIST A.C. GRADE <br />R/W LINE R/W SURFACE BREAK <br />40 40 <br />VAR 32'-35' 39'± i --- - --- - -- - - -- - - - --- <br />PROP EXIST 8' <br />FOC <br />22, 10, 22, <br />GB <br />10 <br />FOC <br />8, <br />0.08' GRIND <br />JI <br />FL EP EXIST EP <br />EP <br />1 ' VAR 2'-15' VAR 18'± <br />AC PLANING DETAIL <br />EXIST <br />2' <br />6'-8') <br />2' CG&SW <br />OG <br />VAR OG VAR VAR <br />2.2E <br />VAR <br />2.0% 2.0 =2_7E 1-4 <br />2.7%---- - -- -- 1 .49;-2 g%3.3 9; <br />4 n_-- - = _T - - ---- -- <br />EXISTING CG&SW " <br />e A{3 <br />1 " AC GRIND <br />AC O'--A-B- 2" AC OVERLAY EXISTING CG&SW <br />SEE DETAIL B SHEET X-2 SEE AC PLANING DETAIL50 ' N . OF CAROLINA TO 65 ' S . OF W . I . D . CANAL FOR MEDIAN LOCATION <br />LS1 " 110+40 TO "LS1 " 111 +35 INDIANA TO AUGUSTA <br />LS1 " 114+21 TO "LS1 " 116+16 <br />EXIST LS1 EXIST <br />R/W LINE R/W EXIST LS1 EXIST EXIST <br />VAR 32'-35' <br />11 <br />39'± <br />R/W FOC LINE EP FOC R/W <br />PROP EXIST EXIST VAR VAR 36' — 41 .5' 38.5'± <br />EXIST EP <br />EXIST EP 24' 8' 6'±FL EP CROWN EP VAR <br />1 ' VAR 2'-15' VAR7'± 8'-13'VAR VAR6'-8') <br />OG <br />2 <br />OG <br />1 .0'-27') 19'-30') <br />WROUGHT IRON FENCE (SEE L-5) <br />VAR I VAR OG <br />2.0%-2.2% 0.1 %-2.8% VAR VAR <br />OG <br />1. 4 2.1 %-2.9% 1%2% <br />E <br />AC <br />NEW CG&SW <br />AC NEW CG&SW <br />50 ' S . OF CAROLINA TO 50 ' N . <br />LS1 109+60 TO <br />OF CAROLINA SEE DETAIL B SHEET X-2 <br />LS1 „ 110+40 <br />FOR MEDIAN LOCATION <br />65 ' S . OF W . I . D . CANAL TO INDIANA <br />LS1 " 111 +35 TO "LS1 " 111 +86 <br />LS1 " 112+16 TO "LS1 " 114+21 <br />EXIST LS1 "EXIST <br />R/W LINE R/W <br />VAR 32'-35' 39'± <br />IN <br />EXIST LS1 " EXIST <br />PROP <br />EXIST EP <br />EXIST <br />R/W LINE R/W <br />FL1 , EP <br />VAR 2'-15' VAR 18'± <br />EP <br />80' <br />OG FOC FOC FOC FOC <br />MATCH SAW OG <br />1 , <br />13' 19' 5' 5' 19' 71: 4 <br />1 ,EXIST <br />2 20%± SW SW CONIC BARRIER W/ WROUGHT2.0E%3.0% <br />RAISED MEDIAN IRON FENCE (SEE L-5)T-- ---- ----- --- -- --- <br />SEE BRIDGE PLANS) <br />9 " AC <br />1. kF e„_• " .C -` <br />F , /,ACADEMY TO 50 ' S . OF CAROLINA <br />E - — <br />LS1 " 107+55 TO "LS1 " 109+60 <br />v } '' <br />BRIDGE 0 W . I D . CANAL <br />LS1 111 +86 TO LS1 112+16 rt <„tsJs1 t< sFa,yvina. gn+rd f . » <br />X-1 <br />psiOfESSION <br />BEFORE EXCAVATING RevisionDescription Date By Approved <br />N' Ron <br />CALL U.S.A. <br />No. <br />F <br />B <br />MARK THOMAS & COMPANY, INC. DEPARTMENT OF PUBLIC WORKSUNDERGROUNDSERVICEALERTORIGINALSCALEININCHES7300FOLSOMBOULEVARD, SUITE 203 No. 35370800-227-2600 FOR REDUCED PLAN SACRAMENTO, CALIFORNIA 95826 <br />TOLL FREE 916) 381-9100 <br />fExP. <br />o osP* <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />2 WORKING DAYS BEFORE ALL CIVIL <br />PLANNED WORK OPERATIONS 0 1 2 3 1 1 1 1 OF CA F <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br />T. NCUYEN w! 04 COUNTY 0 F SAN J OAQ U I N SCALE: NO SCALE <br />TYPICAL LOWER SACRAMENTO ROAD IMPROVEMENTS NO. SHEETS <br />A. ENGEL s/o/o4 C. ROCKWAY s/o/o4a g CROSS SECTIONS TURNER ROAD TO WOODBRIDGE ROAD — PHASE 1 2 64 <br />FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE