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Exist BRIDGE <br />CONFORM TO Exist BRIDGE BACK OF SIDEWALK <br />SIDEWALK <br />POST No.3 <br />SIDEWALK MBGR (TYPE 1A LAYOUT) MBGR TERMINAL SYSTEM (TYPE ET) SEE NOTE 4 <br />STANDARD PLAN A77D STANDARD PLAN A77M <br />POST No. 2 <br />A <br />POST No. 1 <br />6.0' BOW <br />8 <br />3'-6"6•_3>, <br />6.0' <br />3'-6" <br />Exist 50: 1 FLARE A FL <br />FACE OF ETW CONNECTION DETAIL D 16" 10.5 <br />BARRIER STANDARD PLAN A77K <br />12" <br />FL <br />Exist BRIDGE LIP <br />BARRIER <br />PLAN CURB & GUTTER <br />TRANSITION — SEE NOTE 4 <br />SCALE 1: 10 <br />16.0' 25.0' VERTICAL CURB <br />SEE NOTE 4 <br />25.0' MBGR <br />50.0' TERMINAL SYSTEM (TYPE ET) <br />LS2" LINE <br />VARIES i METAL BEAM GUARDRAIL DETAIL SIDEWALK <br />8" AT CONNECTION TO BARRIER TO FACE OF POST <br />AND <br />AT POST No.3 OF TERMINAL SYSTEM (TYPE ET) TYPE ET TERMINAL SECTIONC-7 <br />10.5" AT POST No.2 OF TERMINAL SYSTEM (TYPE ET) <br />12" AT POST No.1 OF TERMINAL SYSTEM (TYPE ET) FL BOWPOST <br />SEE NOTE 3 <br />EP/LIP BACK OF <br />SIDEWALK <br />10" <br />4.0'1 <br />Min POST LOCATION <br />2% VARIES <br />BOC <br />12"—20") <br />SIDEWALK SEE <br />TYPICALS FOR <br />STRUCTURAL FOCSECTIONNOTES: <br />SEE POST HOLE EXCAVATION 1 . SEE LAYOUT SHEETS FOR POINTS <br />DETAIL 2 SHEET C-7 OF INTERSECTION (PI) LOCATIONS.1LOWERSACRAMENTORdH (I") }' — j <br />SEE TYPICALS 2. SEE STANDARD PLANS A77D A77K f;r.rrrectio 1/VFORSTRUCTURALVERTICALCURB & GUTTER AND A77M FOR DIMENSIONS AND B' <br />SECTION SEE STD DWG CW—C7) <br />SECTIONS NOT SHOWN.LIP Nn Changes <br />3. NO BLOCKING FOR POSTS No.1 AND No.2 AnY Person <br />OF TERMINAL SECTION. 2 POST HEXCAVATION TAI ThiNmIkIis <br />101 MYAllin{nrrryion Ry rnst>F ct na Trip SnR> nsSECTIONA-A SEE NOTE 4 4. CURB, GUTTER AND SIDEWALK ® SOUTHWEST NO SCALE work <br />NO SCALE CORNER (STA 126+00 TO 126+75 RT) ONLY. INC-7 <br />C-7 <br />pROFESS10Ngz <br />BEFORE EXCAVATING Revision Description Date By <br />Approved 5 N ROC F <br />CALL U.S.A. <br />N B <br />MARK THOMAS & COMPANY, INC. DEPARTMENT OF PUBLIC WORKS <br />UNDERGROUND SERVICE ALERT ORIGINAL SCALE IN INCHES 7300 FOLSOM BOULEVARD, SUITE 203 No. 35 70 <br />800-227-2600 FOR REDUCED PLAN SACRAMENTO, CALIFORNIA 95826 <br />9/30/05 SAN JOAQUIN COUNTY, CALIFORNIA <br />TOLL FREE 916) 381-9100 Exp. <br />2 WORKING DAYS BEFORE ALL sr aVF P <br />PLANNED WORK OPERATIONS 0 1 2 3 9TF OF CAV F <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br />T. IMEN 51004 COUNTY OF SAN JOAQUIN SCALE: NO SCALE <br />WROUGHT IRON FENCE/ LOWER SACRAMENTO ROAD IMPROVEMENTS NO. SHEETS <br />A. ENGEL 5/10/04 C. ROCKWAY 5/10/ 7 ,,uclirt, <br />s/=fin¢ PILASTER DETAILS TURNER ROAD TO WOODBRIDGE ROAD - PHASE 1 18 64 <br />FILE NAME DRAWER I SHEET N0. ACAD REVISIONS DATE