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(E) R/W- <br />(I <br />STA 3+47 TO STA 12+00 <br />,12.0' RT <br />, <br />INSTALL LANELINES PER <br />CALTRANS <br />STANDARD PLAN A20A <br />DETAIL 9 <br />00 <br />(E) EP_\ <br />h <br />3+00 <br />4+00 <br />5+00 (E) CL- <br />6+00 THORNTON ROAD 7+00 <br />8'00 <br />9400 <br />► <br />► <br />, <br />► <br />12.0' <br />18.0' <br />WIDENED PAVEMENT <br />w <br />z <br />--- <br />-- <br />-- <br />-- <br />-- <br />-- -- -- <br />-- -- -- — -- -- ---- -- <br />(E) EP j1__ <br />RELOCATE EXISTING SIGN <br />TO BACK OF NEW WALK <br />-- <br />-- -- <br />--- <br />H <br />Q <br />NEW <br />LIP/EP <br />/ <br />(E) R/W I <br />I <br />O <br />(F) R/W+ <br />00 <br />20' 0 20' <br />/ <br />/ <br />I <br />l <br />SCALE: 1" = 20' <br />(E) R/W� — <br />STA 11+80.0 <br />STA 12+40.0 STA 13+00.0 INSTALL RIGHT EDGE <br />STA 3+47 TO STA 12+001 <br />12.0' <br />RT <br />INSTALL TYPE VI ARROW <br />INSTALL TYPE VI ARROW INSTALL TYPE VI ARROW LINE PER CALTRANS <br />INSTALL LANELINES PER CALTRANS <br />PER CALTRANS <br />STANDARD PLAN A24A <br />PER CALTRANS PER CALTRANS STANDARD A20B <br />STANDARD PLAN A24A STANDARD PLAN A24A <br />(E) EP-\ <br />STANDARD PLAN <br />A20A DETAIL <br />9 <br />DETAIL 27B <br />9400 <br />(E) CLA ► <br />10;00 <br />I <br />11+00 THORNTON ROAD 12±00 ► 13±00 ► <br />14±00 <br />► <br />18{00 <br />12.0' <br />w <br />WIDENED <br />PAVEMENT <br />18.0' <br />-- <br />-- -- _ <br />-- __-- <br />— <br />EP <br />STA 11+73.0, 39.5' RTSTA 12+36.0, 39.5' RT STA 13+00.0, 39.5' RT <br />---- ---- ----XIAI <br />INSTALL ROADSIDE SIGNINSTALL ROADSIDE SIGN INSTALL ROADSIDE SIGN <br />_— —_— <br />—0(E) <br />STA 13+21 TO <br />STA 17+60, <br />LIP/EP <br />W9-2 (W75, LT) PER CAL <br />4-2 (W11, LT) PER CAL R63 PER CAL INSTALL CLASS -1 CHANNELIZERS <br />CHANNELIZERSNEW <br />l <br />(E) R/W <br />TRANS STD TRAFFIC MANUAL <br />TRANS STD TRAFFIC MANUAL TRANS STD TRAFFIC MANUAL I TOTAL) <br />50 OC PER <br />O <br />O <br />(F) R/W <br />REF. SJCO STD DWG R-26 <br />REF. SJCO STD DWG R-26 SJCO STD DWG R-26 I LTR <br />CALTRANS STD <br />PLAN A73C <br />+ <br />STA 13+21, INSTALL <br />00 <br />TYPE A BARRICADE <br />Q <br />I <br />SJCO STD DWG R-24 l <br />20' <br />0 20' <br />I <br />_ <br />SCALE: <br />1 " = 20' <br />I <br />� <br />�vl 84 °� <br />p op <br />�N S� <br />UJ <br />Ess,, <br />10 � w K KJELDSEN <br />I <br />I <br />Revisions <br />SAN JOAQUIN COUNTY <br />Design Scale <br />g <br />Aprvd <br />Date <br />4/10/08 <br />S°° <br />nen <br />Z <br />z <br />��� z <br />` <br />S S I N N O C K <br />Post Office Box 844 THORNTON ROAD No. Description <br />Date <br />By By AMC <br />" <br />�a No 3219 `° <br />w <br />it No 61898 w <br />711 N. Pershing Avenue <br />Drawn 1 = 20' <br />Sheet Number <br />P'Z''' <br />C <br />Q <br />a <br />EXP*9130/2009 N NEUDECK <br />w <br />Stockton, CA 95201-0844 FRONTAGE IMPROVEMENT PLANS <br />JDK Original Drawing Scale <br />1 1 15 <br />00 <br />r <br />9F clv <br />zgrE <br />P <br />sive' o INC. Consulting Engineers <br />CA��E a <br />Land Surveyors <br />Office: (209) 946-0268 <br />Faxes: (209) 946-029s <br />MARKERS & STRIPING PLAN <br />9 9 <br />Check 0 <br />Of <br />Project File No. <br />and y ors <br />E—mail: KSN®ksninc.com <br />SKS <br />1616-0000 <br />