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END <br />ROAD WORK <br />G20-2 <br />CONSTRUCTION NOTE: DO NOT BLOCK DRIVEWAYS <br />40 WOODRIDGE RD <br />G20-2 BUFFER=250' <br />WOODRIDGE RD (35 MPH) <br />GENERAL TRAFFIC CONTROL NOTES <br />TRAFFIC CONTROL PLAN SHALL CONFORM TO THE MOST <br />CURRENT CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL <br />DEVICES (CAMUTCD) AND STATE STANDARD PLANS, <br />ROAD NO LANE CLOSURES PERMITTED BEFORE 9OOA AND AFTER 3OOP, <br />SHOULDER SCHOOLS <br /><� WORK <br />WORK AL HALL EBE EGIVEN 1D2NHOURS NOTICE PRIOR TOTHEST ART OF <br />AHEAD WORK AND THEIR ACCESS SHALL BE MAINTAINED AT ALL TIMES. TCP LEGEND <br />?Apr4l 82 <br />BENEDiCT DR <br />W21-5 W20-1 <br />W21-5 W20-1 <br />250' <br />ALL CONFLICTING SIGNS, STR]PING OR PAVEMENT MARKINGS SHALL <br />HE COVERED OR REMOVED AND REPLACED WHEN WORK IS COMPLETED, <br />TRAFFIC DIRECTION THROUGH A SIGNALIZED INTERSECTION SHALL BE <br />CONDUCTED BY A UNIFORMED POLICE OFFICER OR <br />A COMMUNITY SERVICES OFFICER ONLY, SHOULD WORK REQUIRE A <br />SIGNAL TO BE OVERRIDEN, ARRANGEMENTS SHALL BE MADE WITH THE <br />CITY POLICE DEPT AND TRANSPORTATION ENGINEERING DEPT AT <br />LEAST 14 DAYS PRIOR TO START OF WORK. <br />TRAFFIC CONTROL CHART <br />MINIMUM TAPER LENGTH MAXIMUM DELINEATOR <br />SPEED BUFFER FOR xronf OF OFFSET 12 FT (w) SPACING <br />MERGING SHIFTING SHOULDER STREAM TAPER TANGENT <br />35 MPH 250 245 123 82 50 35 70 <br />ft <br />ADVANCE WARNING SIGN SPACING <br />ROAD TYPE <br />All distances listed <br />DISTANCE BETWEEN SIGNS <br />:`AFL Network <br />Services <br />1si sign to 2nd sign <br />2nd sign to 3rd sign <br />3rd vlgn to point of restriction <br />URBAN HIGH SPEED) <br />THIS WORK WAS DRAWN BY MIKE GIBSON <br />(559-2964966) OF AFL <br />26 mph to 40 mph <br />250 <br />250 <br />250 <br />WOODRIDGE RD <br />LOOKING SOUTH <br />In Leet <br />H <br />TYPE III BARRICADE W/SIGN (5'H x 4'W) <br />II P <br />OS OS SIGNALIZED <br />5' WIDE TEMPORARY <br />® ADA/PEDESTRIAN <br />ROUTE <br />m SPL BOX (3751) <br />® MANHOLE <br />• CHANNELIZING DEVICE <br />AL -W SIGN N N <br />FAS - FLASHING ARROW BOARD <br />E LEE <br />FLAG TREE <br />)r� FLAGGER <br />4S TOW AWAY NO STOPPING ANY TIME <br />WORKZONELIMITS <br />BOC BACK OF CURB <br />BOS BACK OF CSW <br />C/L CENTERLINE <br />C/O CENTER OF (NO LINE) <br />CSW SIDEWALK <br />DW DRIVEWAY <br />EOD EDGE OF DRIVEWAY <br />EOP EDGE OF PAVEMENT <br />ETW EDGE OF TRAVELED WAY <br />FOC FACE OF CURB <br />FL FENCE LINE <br />PS PARKSTRIP <br />ROW RIGHT OF WAY <br />SB/NB SOUTH BOUND/NORTH BOUND <br />TANS TOW A WAY NO STOPPING <br />GEO/CO UE29 <br />LODICA01 <br />ENGR DEBBIE SNEED TEL 559-739-6646 <br />ENGR ARC VOKDEEG00 <br />TYPE OF CONST. TCP <br />EST. NO. AOOX05P <br />DWG. <br />:`AFL Network <br />Services <br />A <br />Fujikura Business <br />THIS WORK WAS DRAWN BY MIKE GIBSON <br />(559-2964966) OF AFL <br />NETWORK SERVICES UNDER CONTRACT TO <br />AT&T. FOR <br />QUESTIONS AND ASSISTANCE ON THIS JOB PLEASE CALL <br />ENGINEER AS NOTED IN TITLE BOX, <br />GEO/CO UE29 <br />LODICA01 <br />ENGR DEBBIE SNEED TEL 559-739-6646 <br />ENGR ARC VOKDEEG00 <br />TYPE OF CONST. TCP <br />EST. NO. AOOX05P <br />DWG. <br />