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4T ST LANE CLOSURE FLAGGING TRAFFIC PLAN <br />PLAN <br />NOT TO SCALE <br />39 <br />6 <br />b <br />ALL ADVANCE WARNING SIGNS SHALL BE <br />MOUNTED ON FLAG STANDS WITH FLAGS. <br />l SIGN PLACEMENT <br />TRAFFIC CONES <br />WORK ZONE <br />SIGN LEGEND <br />WORK HOURS <br />7:OOA.M. TO 5:OOP.M. <br />e m1m <br />SIDEWALK <br />CLOSED <br />) <br />. � I <br />-� M.D <br />KOMI <br />IIt + AM48 <br />810EwALK DETOUR <br />YEA <br />ROAD <br />WORK <br />ROAD <br />WORK <br />It <br />FLAGGER <br />FLAGGER <br />W3-4 <br />BE <br />PROPOSED GAS LINE <br />W20-1 ------------ ROAD WORK AHEAD 48"X48"s <br />W20-4 ------------ ONE LANE ROAD AHEAD 48"X48" <br />C9A(CA)-------- FLAGGER SYMBOL 48"X48" <br />W3-4 ------------- BE PREPARED TO STOP 48"X48" BE <br />PREPARED W3-4 <br />G20-2 ------------ END ROAD WORK 18"X36" \ TO <br />PLAN <br />CONTRACTOR: <br />PLA LEAM HACB:HOEAND UNDERGROUND <br />SHEET# HUGHSONN CAJ95326 <br />CONTACT: <br />TCP I RORY LEAM <br />ROADWORK W20-1 <br />,AHEAD <br />NOTE #1: <br />TRAFFIC CONES TO BE IN PLACE TO BLOCK THE <br />WORK ZONE AND SHALL BE SPACED 25' MAX THROUGH OUT. <br />NOTE #2: <br />4TH ST TO BE REDUCED TO A SINGLE LANE DURING <br />PROPOSED WORK. WORK ZONE SHALL SWITCH FROM SOUTH SIDE <br />OF 4TH ST TO THE NORTH SIDE DURING CONSTRUCTION. <br />DELINEATION DEVICE SUGGESTED MAX SPACING <br />ROAD SPEED LIMIT <br />MAX DELINEATION SPACING <br />25 MPH <br />25'MAX SPACING <br />35 MPH <br />35 MAX SPACING <br />55 MPH <br />55, MAX SPACING <br />TOW AWAY NO PARKING MOUNTED <br />ON TYPE 1 BARRICADES SHALL BE <br />PARKING SET OUT A MINIMUM OF 48 HOURS <br />M,E PRIOR TO ROAD WORK. BARRICADES <br />SHALL BE PLACED AS NEEDED. <br />STENOTYPE <br />MINIMUM TAPER LENGTH FOR WIDUR OROFFSETI2FT <br />MERGING SHIFTING SHOULDER DOWN L/ <br />L L/2 L/3 STREAM <br />HT (m (FD <br />DISTANCE BETWEEN GOING <br />C <br />URBAN(LOWSPEEO) 25 MPH OR LESS <br />100' <br />100' <br />100' <br />URBAN MORE THAN 2S MPH T040 MPH <br />250 <br />'850' <br />250' <br />URBAN SPEED) MORE THAN 40 MPH <br />S50 <br />.0' <br />a' <br />RURAL <br />500' <br />500' <br />500' <br />EXPRESSWAY/ FREEWAY <br />1000' <br />Ia <br />1 2640' <br />TRAFFIC CONTROL PLAN FOR: <br />GAS LINE INSTALL <br />FOR 7707 SASH ST <br />FRENCH CAMP, CA. <br />PLAN PROVIDED BY: <br />14 L.Xit]cS Lht�3 c3 <br />Sales Rentals. s <br />181 N. EME"AMMJOESI <br />CF <br />C31 LICENSED CONTRACTO <br />SPEED <br />S <br />)MPH) <br />MINIMUM TAPER LENGTH FOR WIDUR OROFFSETI2FT <br />MERGING SHIFTING SHOULDER DOWN L/ <br />L L/2 L/3 STREAM <br />HT (m (FD <br />20 <br />80' <br />40' <br />27' <br />100' <br />25 <br />125' <br />n <br />42' <br />100' <br />30 <br />180' <br />90' <br />60' <br />100' <br />35 <br />245' <br />123' <br />82' <br />100' <br />40 <br />320' <br />160' <br />SGP' <br />100' <br />45 <br />540' <br />210' <br />180' <br />100' <br />50 <br />600' <br />300' <br />200' <br />100' <br />55 <br />660' <br />330' <br />60 <br />120' <br />360' <br />65 <br />180' <br />390' <br />�240iOO <br />10 <br />840' <br />420' <br />PLAN DRAWN BY: <br />ALBERTO DELGADO <br />TRAFFIC CONTROL <br />SUPERVISOR <br />1-900.851.6292 <br />209522-9915 <br />PROPOSED WORK TYPE OF <br />SCHEDULE TRAFFIC CONTROL: <br />DATE TO BE FLAGGING / <br />DETERMINED LANE CLOSURE <br />