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EOP <br />EDP <br />C'h�� MEirl► <br />IT'3��:Ir►1 <br />0 <br />w <br />e <br />N <br />0 <br />250' 250' 250' <br />is is I <br />us vs <br />s <br />W3-4 SIGN <br />ROAD \ / LANE <br />WORK � CLOSED <br />AHEAD � <br />W20-1 C30 (CA) <br />REPARED <br />TO <br />STOP / <br />TCP SETUP BASED ON CA 2019 MLITCD TA -10, LANE <br />CL❑SURE ON TWO LANE ROAD USING FLAGGERS, AND <br />TA -13, TEMPORARY ROAD CLOSURE (5 MIN DURATI❑N), <br />471 <br />YETTNER <br />Q <br />RD <br />APNI <br />3 <br />1937060-090-000 <br />3 <br />w <br />F— <br />MEN, =p4;l1p 040 a 11:11w 1 <br />SDA <br /><O,o <br />W20-1 SIGN <br />so, <br />CAKE C9A SIGN c�so <br />w <br />AREA til 2517 04 SIGN <br />WORK AREA `so_ <br />FLAGGER <br />50' <br />IY/E�TiT�NIE�R�R�D <br />SIM <br />AlaUk�VAA:� <br />P,12 <br />�OA <br />at&t 11 <br />12/2019 <br />r�- <br />I�BILE WORK \ Ns <br />SPEED TRUUCI(K, MOUNTED � W3-4 SIGN <br />LIMIT <br />3 5 C30(CA) SIGN <br />AND ATTENUATOR <br />368 YETTNER RD �1/ C9A SIGN <br />APNI 193-060-180-000 ms's <br />0 <br />5PATIM IV re;'! <br />TRAFFIC CONTROL CHART <br />(All distances Ilsted In feet) <br />MINIMUM TAPER LENGTH MAXIMUM DELINEATOR <br />SPEED Faa YDTM 0° °rest' 11 rr (V) SPACING <br />MERGING SHIFTING SHOULDER <br />THIS <br />Q <br />Q <br />Q <br />3 <br />3 <br />3 <br />w <br />w <br />w <br />TAPER <br />co <br />25 MPH <br />LO <br />Q a. <br />Q <br />Q i Sin, a. <br />F— <br />MEN, =p4;l1p 040 a 11:11w 1 <br />SDA <br /><O,o <br />W20-1 SIGN <br />so, <br />CAKE C9A SIGN c�so <br />w <br />AREA til 2517 04 SIGN <br />WORK AREA `so_ <br />FLAGGER <br />50' <br />IY/E�TiT�NIE�R�R�D <br />SIM <br />AlaUk�VAA:� <br />P,12 <br />�OA <br />at&t 11 <br />12/2019 <br />r�- <br />I�BILE WORK \ Ns <br />SPEED TRUUCI(K, MOUNTED � W3-4 SIGN <br />LIMIT <br />3 5 C30(CA) SIGN <br />AND ATTENUATOR <br />368 YETTNER RD �1/ C9A SIGN <br />APNI 193-060-180-000 ms's <br />0 <br />5PATIM IV re;'! <br />TRAFFIC CONTROL CHART <br />(All distances Ilsted In feet) <br />MINIMUM TAPER LENGTH MAXIMUM DELINEATOR <br />SPEED Faa YDTM 0° °rest' 11 rr (V) SPACING <br />MERGING SHIFTING SHOULDER <br />THIS <br />STREAM <br />TAPER <br />TANGENT <br />25 MPH <br />125 <br />63 <br />42 <br />50 <br />25 <br />50 <br />30 MPH <br />180 <br />90 <br />60 <br />50 <br />30 <br />60 <br />35 MPH <br />245 <br />123 <br />82 <br />50 <br />35 <br />70 <br />40 MPH <br />320 <br />160 <br />107 <br />50 <br />40 <br />80 <br />45 MPH <br />540 <br />270 <br />180 <br />50 <br />45 <br />90 <br />50 MPH <br />600 <br />300 <br />200 <br />1 50 <br />1 50 <br />1 100 <br />55 MPH <br />660 <br />330 <br />1 220 <br />1 50 <br />1 50 <br />1 100 <br />TABLE <br />61-1-3. RECOMMENDED ADVANCE WARNING SIGN <br />SPACING <br />ROAD TYPE <br />DISTANCE BETWEEN SIGNS <br />A <br />tut dp to 7 i�sip <br />B <br />2d m4n b ]rd dye <br />C <br />3rd so f p*t of mWetlm <br />URBAN <br />25 M PH <br />OR LESS <br />100 <br />100 <br />100 <br />URBAN - MORE THAN <br />25 MPH TO 40 <br />250 <br />250 <br />250 <br />URBAN <br />MORE <br />350 <br />350 <br />350 <br />RURAL <br />500 <br />500 <br />500 <br />EXPWY/FREEWAY <br />1000 <br />1500 <br />2640 <br />DWG. <br />THIS <br />THAN 40 MPH DWG. <br />N <br />N❑T T❑ SCALE <br />CONST A <br />�o <br />[�711u1•r <br />