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NINYO MOORE SIGN CHART TRAFFIC CONTROL GENERAL NOTES <br /> 2020 CHALLENGER DRIVE gip^ 1 .ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE <br /> LAMEDA , CA . 94501 "NE°° CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD)AND THE STANDARD <br /> SPECIFICATIONS FOR PUBLIC WORKS. <br /> P <br /> W20- 1 Rs-� � a�R� ts-� � a(�) R9-11L ZTHE HIGH LEVEL WARNING TE)BOTH � MANFL3SH . 510 -345 -3000x15218DSTANEFROMTHEROADWAYOTHOTTOHA L MFELAGTREF A 3HLL BEOLE <br /> CONTACT � THAN 8 FEET. THE FLAG SHALL BEA MINIMUM 16 INCHES SQUARE AND BE ORANGE OR <br /> FLUORESCENT RED-ORANGE IN COLOR. <br /> JAKE WILCOX <br /> 5� R9-9 TIME.M" � <br /> CLOSED <br /> WORKERS SHALL BE EQUIPPED WITH AN CALOSHAAPPROVED CLASS 2 OR CLASS 3 <br /> CELL 925-878-1861 REFLECTIVE VEST AND HARD HAT. ALL FLAGGERS SHALL ALSO BE EQUIPPED <br /> EMAIL <jwilcox _ ninyoandmoore. com> WITH A C-28(STOP/SLOW)PADDLE AND BE CERTIFIED IN THE PROPER <br /> FUNDEMENTALS OF FLAGGING TRAFFIC. <br /> 4.N0 PARKING SIGNS SHALL BE PLACED 72 HOURS PRIOR TO SET-UP SIGNS SHALL BE POSTED <br /> EVERY 20 LINEAR FEET OF OCCUPIED SPACE WITH AT LEAST ONE SIGN AT EACH END OF <br /> OCCUPIED SPACE. <br /> 5.ANY CONFLICTING SIGNS WILL BE COVERED FOR THE DURATION OF THE JOB. <br /> 6.ACCESS TO RESIDENCES AND BUSINESSES SHALL BE MAINTAINED ATALL TIMES. ACCESS TO BE <br /> DETERMINED IN FIELD BY EXISTING CONDITIONS. <br /> MUST MAKE PRIOR ARRANGEMENT WITH THE PROPERTY OWNER BEFORE CLOSING DOWN <br /> ANY DRIVEWAYS. <br /> 7.MAINTAIN A SAFE PEDESTRIAN ROUTEMAINTAIN 12FT LANE UNLESS OTHERWISE NOTED. <br /> 8.ALL TRENCHES MUST BE BACK FILLED OR PLATED DURING NON- WORKING HOURS. <br /> W8-24(STEEL PLATE AHEAD)SIGN MUST BE POSTED 250 FEET IN ADVANCE OF ANY PLATE <br /> THAT IS IN THE ROADWAY. <br /> 93HE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ALLOW EMERGENCY VEHICLES <br /> TO PASS THROUGH THE CONSTRUCION ZONES WITHOUT ANY DELAYS. <br /> 10.PLACEW20-1 ( OADSIGN ON ANY SIDE STREET OR HIGH VOLUME DRIVEWAY THAT <br /> IS WITHIN TRAFFIC CONTROL ZO E. <br /> 11 .TCP (TRAFFIC CONTROL PROS) ASSUMES NO LIABILITY WHEN CONTRACTOR DOES THEIR OWN <br /> SET-UP OR MAKES CHANGES TO THE ORIGINAL TRAFFIC CONTROL PLAN. <br /> 12.CITY OF STOCKTON ENGINEER OR THEIR REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD <br /> CHANGES TO ASSURE PUBLIC SAFETY. <br /> TABLES CHART - 2014 MUTCD <br /> Minimum <br /> nm <br /> Taper Lengths Maximum <br /> Posted Taper (L) Buffer 10' <br /> 11' 12' "Cone Spacing Sign Spacing <br /> Speed Formula Space Offset Offset Offset <br /> L 1I2L 1 /3L L 1/2L 1/3L L 1I2L 1I3L @ @ @ per section ) <br /> Mere Shift Shoulder Mere Shift Shoulder Mere Shift Shoulder Tangent Conflict � 6G04 J <br /> 25 155 , °' SZ 35 „ 5 5' 38 125 6' 4225Taper 5012 , °° - Z°° CA MUTCD 2014 TABLE 6C- 1 <br /> I F(: fI FN30 L = WS` 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' 30' 60' 15' 120' - 240' <br /> se 60 250' zoa' Boz ea' 225' 112' 75'� 245' 123' 82' as' 70' n• iaoI - zao' MEANING OF LETTER CODES ON TYPICAL APPLICATION DIAGRAMS <br /> x anGsTaHo WITH SIGN 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 40' 80' 20' 160' - 320' <br /> TYPE iBARRICADE so 425' 500' zso' 167' seo' 2� ies' soo' aoo' zoo' so' ioo, 25' 400' - 600' ROAD TYPE DISTANCE BETWEEN SIGNS <br /> DIRECTION oFTRAVEL 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' 55' 110' 27' 440' - 660' A e C <br /> 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' 60' 120' 30' 480' - 720' URBAN (LOW SPEED) - 25 MPH OR LESS 100 FEET 100 FEET 100 FEET <br /> O sicrva.izEo irvrEasEcriory 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' 65 130' 32' 520' - 780' URBAN (LOW SPEED) - MORE THAN 25 MPH T040 MPH 250 FEET 250 FEET 250 FEET <br /> 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' 70' 140' 35' 560' - 840' <br /> wGcEa URBAN (HIGH SPEED) - MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET <br /> r <br /> Both 2r2 based On. L = Taper Length `Cones shown on the templates are illustration purposes RURAL 500 FEET 500 FEET 500 FEET <br /> 1 .) 85th % Tile or If not available, then use S = Speed only. Exact number of cones required shall be based on EXPRESSWAY / FREEWAY 1 ,000 FEET 1 ,500 FEET 2,640 FEET <br /> oarveWA. Posted Speed Limit (PSL) W = Width (Offset from path of travel cone spacing. taper lengths, actual field conditions, etc.. <br /> TRAFFIC CONTROL PROS FDA <br /> P J0871 COMPANY CorvrnCr <br /> 4050 PIKE LANE SUITE ZO-'I9O w� E CITY OF STOCKTON NINYO MOORE JAKE WILCOX <br /> J� = -� CONCORD, CA. 94524 pi� ALAMEDALCA 94507 RIVE CELL 925-8781867 <br /> (925)270-4560 office L020-107 o E 7 JOBp PH. 510-345-3000x15218 EMAIL <br /> CCL 995 422 Estimating@7CPros.netEjj"j0-2020 NOT TO SCAL P STOCKTON COURTHOUSE <jw�n�nyoandmoore <br />