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A B AC D E F A, G A H <br /> REVISION DESCRIPTION BY APP CITY DATE <br /> I <br /> I <br /> € <br /> TYPICAL TRAFFIC CONTROL SYSTEM <br /> W20-1® <br /> ROAD I <br /> See Note 5 WORK € <br /> 020-2 B AHEAD <br /> 4 <br /> EP <br /> ETW <br /> ®� R <br /> --- I — — ETW <br /> Is <br /> EP <br /> oa <br /> GAD v v v v WORK AREA v RD <br /> 4YORK A Y,L 100' A G20-2 <br /> AHEAD <br /> MAX <br /> See Nara 5 9 <br /> W20-£ <br /> i <br /> LEGEND <br /> 3 <br /> v TRAFFIC CONE <br /> TABLE 6H-3, MUTCD 2003 <br /> F - TEMPORARY SIGN <br /> ROAD TYPE DISTANCE BETWEEN SIGNS EXISTING PAVEMENT ARROW <br /> NOTES: A B C <br /> URBAN LOW SPEED 100' 100' 100' DIRECTION OF TRAVEL <br /> 1. ALL WORK SHALL CONFORM TO THE 2006 EDITIONS OF THE STATE OF URBAN HIGH SPEED 350' 350' 350' <br /> CALIFORNIA DEPARTMENT OF TRANSPORTATION SIGN SPE (CCATIO NS) STANDARD RURAL 500' 500' 560' W20-1 <br /> XX <br /> SPECIFICATIONS, STANDARD PLANS, SICK SPECIFICATION HEFTS, THE SPECIAL <br /> PROVISIONS, AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES 2003. <br /> 2. THE CONTRACTOR IS RESPOSIBLE FOR VERIFICATION OF ALL EXISTING TABLE 6H-4, MUTCD 2003 G20-2 <br /> UNDERGROUND UTILITIES, WHETHER OR NOT THE ARE SHOWN ON THESE SPEED LIMIT(S) TAPER LENGTH (l <br /> PLANS. THE CONTRACTOR SHALL CONTACT USA (800-642-2444) AT LEAST <br /> 46 HOURS BEFORE BEGINNING WORK. 40 MPH OR LESS L=WS!/60 ETW EDGE OF TRAVELED WAY (FOGLINE) 2 r <br /> t <br /> 3. WHERE APPROACH SPEEDS ARE LOW, ADVANCE WARNING SIGNS MAY BE PLACED EP EDGE OF PAVEMENT <br /> AT 300' SPACING, AND CLOSER IN URBAN AREAS. 45 MPH OR MORE L=WS ? <br /> 4. EACH ADVANCE WARNING SIGN IN EACH DIRECTION OF TRAVEL SHALL BE <br /> L - TAPER LENGTH IN FEET <br /> EQUIPPED WITH AT LEAST TWO FLAGS FOR DAYTIME CLOSURE. EACH FLAG SHALL �, <br /> BE AT LEAST 16"x16" IN SIZE AND SHALL BE ORANGE OR FLUORESCENT R IF 10' MIN CANNOT BE MAINTAINED t <br /> RED-ORANGE IN COLOR. FLASHING BEACONS SHALL BE PLACED AT THE LOCATIONS THEN A LANE SHIFT <br /> INDICATED FOR LANE CLOSURE DURING HOURS OF DARKNESS. IS REQUIRED <br /> 5. A G20-2 "END ROAD WORK" SIGN, AS APPROPROATE, SHALL BE PLACED AT SIGN PANEL SIZE (MINIMUM) <br /> THE END OF THE LANE CONTROL UNLESS THE END OF WORK ARE IS _ <br /> OBVIOUS, OR END WITHIN A LARGER PROJECT'S LIMITS. 0 36" x 36" - Speed Tess th anmph <br /> mph <br /> �e p <br /> v 6. ALL CONES USED FOR LANE CLOSURES DURING THE HOURS OF DARKNESS SHALL BE 36" x 18" <br /> FITTED WITH RETROREFLECTIVE BANDS (OR SLEEVES) AS SPECIFIED IN.SPECIFICATIONS <br /> 7. PORTABLE DELINEATORS, PLACED AT ONE-HALF THE SPACING INDICATED FOR TRAFFIC <br /> CONES, MAY BE USED INSTEAD OF CONES FOR DAYTIME CLOSURES ONLY. � <br /> N <br /> 1 <br /> V <br /> �ry <br /> A� <br /> a A„ SCALE BATE _ DRAWING NUMBER SHEET NUMBER <br /> .tFcuspvc DESIGNED NTC ECOLOGIC WOODBRIDGE SANITARY DISTRICT <br /> 0��1' JDLY2006 WOaABR[DGE SANITARY DISTRICT <br /> w¢ NO SCALE IF MT WE NOT DRAWN BD 19720 BENEDICT DR. TRAFFIC CONTROL PLAN T1 <br /> a a saic ccvmenr FILE CHECKF O _ Engineering WOODBRIDGE, CA 95258 GROUNDWATER INVESTIGATION 1 of 1 <br /> c WBSOW , Stockton,California <br /> T <br /> 9 <br />