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CHANNEUZING DEVICE SPACING(FEET) TRAFFIC CONTROL PLAN •:{MasTec <br /> MPH TAPER TANGENT SHORTTERM STATIONARY WORK ZONE wmysww- <br /> 50/70 40 80 I GENERAL NOTES: FOR UNDERGROUND REFERNCE PLAN SET � <br /> 35/45 30 60 w2D-z 1.ALL WORK TO BE PERFORMED DURING DAYTIME HOURS,UNLESS TRAFFIC VOLUMES OR `erizon-' <br /> Rao MUNICIPALITY DICTATE OTHERWISE. <br /> 25/30 20 40A. <br /> Ewo 2.ALL SIGNS ARE 48"X48"BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. <br /> 3.TRAFFIC SHALL NOT BE STOPPED IN ANY ON E DIRECTION FOR MORE THAN 10 MINUTES. FORESITE <br /> 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE. <br /> eE + I I I S.ALL DRIVEWAYACCESS SHALLREMAIN OPEN DURING DURATION OF WORK. <br /> 6.WORK AREA TO INCLUDE STAGING AREA. /}1 <br /> rosrov BUFFER DATA <br /> LONGITUDINAL BUFFER SPACE=B <br /> SPEEDIMPNI 2S 30 1 35 1 40 1 45 50 SS w " TO T E A C a M <br /> IENGTH(SEET1 255 200 250 XA 3. 435 495 STD a -- � �i <br /> $ I PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE <br /> SIGN SPACING=X FEET g TYnulr o ErnvE TYPIGLPROTECTNEVEHICIEIWITHTMAI s ArwwRr <br /> FREEWAYS&EXPRESSWAYS 50/70 MPH LSO)'+/-IOR ASPER MUTCUI ; I VEHIDE TYPE WITH WA IOADEDWEIGHTBBSI OPER4TION IFEM A <br /> RURALHIGMNAYS 60/65 MPH 800'+/- Q I aYARopu Nv rRlxx, MINIMUM WEIGHT I5.OW LBS. O <br /> RURAIROADS 45/55 MPH 500'+/- d ♦• SERNCETRU[;FIATBED, IMAItlMUM WEIGNISHALLBEI„ 30 MIN. Z <br /> ACCORDAN LF WITHMANUFACTURER T <br /> RUAL ROADS&URBAN ARTERIALS 35/40 MPH 350'+/- Ej I ET. RECOMMEND4TION1 <br /> RUAL ROADS&URBAN ARTERIALS ROLLAHEAD STOPPING DISTANCE ASSUM ES DRY PAVEMENT. Z X T <br /> RESIDENTIAL&BUSINESS DISTRICTS 25/30 MPH 200'+/- O <br /> �I I 'APROTTI NEVEHIOEI5RECOMMENDEDREWRDIESSIFATMAISAVAIIABLE.IFNOTMAIS ` ' <br /> URBAN STREETS 25 MPH OR LESS IOO'+/- I V U 1 USED.THE PROTMM VGKICLE S„4LL BE STRATEGI U.YL=TEO IN THE FIEID TO SHIED r <br /> ALLSIGNS ARE48"x48"BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED d Wd1RER$MID NO ROLL,WEAp0I5TANCE ISSPfOFIED <br /> 111 AlL SIGN SPACING MAYBE A-USTED TOACCOMMODATE INTERCHANGE RAMPS,AT GRADE <br /> INTERSECTIONS,AND D RIVEWAYS I I <br /> 121 THE SPACING MAYBEREDUCED IN URBAN AREAS TO FIT ROADWAY COND T10NS I ". x <br /> ROAD G2 <br /> 100'-300' x <br /> - - - - - - - - - - - - - - - o- - - - - - - - - - - - - - - - o- - - - - - - - - - - - - <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — <br /> — — — — — — — — — — — — — — - - - - - -- - - - - - - - - - - - - <br /> - - - - - - - - - - - - - - <br /> 415B St <br /> x x 20D.i00• IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIUIIIIIIIII - WC 2R N <br /> ROAD wzo-2 � vnr IP Wo4n wiol vaosR 1 <br /> II I n �L n ' AD IGHT LAN I■ <br /> yp RR PREPARED V V ���111111 u u �% <br /> AHEAD 1 MINIMUM TAPER LENGTH IN FEET <br /> AHUD TDsraP <br /> } % LANE POSTED SPEED UMIT(MPH) el <br /> I 100'-300' x x WIDTP 25 30 35 40 45 50 55 60 65 70 <br /> 10 105 150 205 270 450 500 SSD Vj <br /> • 11 115 165 225 295 495 550 605 <br /> • 12 125 180 245 320 540 600 660 720 780 840 <br /> NOTES; SHEET:9 OF 13 <br /> 1. TIME OF DAY RESTRICTIONS FOR THIS TRAFFIC <br /> CONTROL PLAN:NO LANE CLOSURES 3:OOPM TO / <br /> 5:30PM. APPROVED AS NOTED <br /> By CHert at 7:28:33 AM,412212019 <br />