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—TABLE 6C-2 2014 CALIFORNIA MUTCD- <br />-STOPPING SIGHT DISTANCE AS A FUNCTION OF SPFFD— <br />SPEED* <br />(MPH) <br />DISTANCE <br />(FT) <br />20 <br />115 <br />25 <br />155 <br />30 <br />200 <br />35 <br />250 <br />40 <br />305 <br />45 <br />350 <br />50 <br />425 <br />55 <br />495 <br />50 <br />570 <br />65 <br />645 <br />70 <br />730 <br />75 <br />820 <br />* Posted speed limit, off—peak 85th—percentile speed <br />prior to work starting, or other anticipated <br />operating speed <br />—TABLE 6C-1 2014 CALIFORNIA MUTCD- <br />-RECOMMENDED ADVANCE WARNING SIGN SPACING <br />ROAD TYPE <br />SPEED <br />(S) <br />MPH <br />DISTANCE <br />A <br />BETWEEN <br />B <br />SIGNS <br />** <br />C <br />URBAN— 25 MPH OR LESS "` <br />100 <br />FEET <br />30 an (100ft) Maximum <br />100 FEET <br />too <br />FEET <br />URBAN— MORE THAN 25 MPH TO 40 MPH "• <br />250 <br />FEET <br />205 <br />25D FEET <br />250 <br />FEET <br />URBAN— MORE 40 MPH *** <br />350 <br />FEET <br />35 <br />35D FEET <br />350 <br />FEET <br />RURAL <br />500 <br />FEET <br />80 <br />500 FEET <br />500 <br />FEET <br />EXPRESSWAY/FREEWAY <br />1000 <br />FEET <br />50 <br />15DD FEET <br />2640 <br />FEET <br />** The column heading a, b, and c are the dimensions shown in figures 5H-1 <br />through 6H-46. The A Dimension is the distance from the transition or point of <br />restriction to the first sign. The B dimension is the distance between the first <br />and second signs. The C dimension is the distance between the second and third <br />sign. (The "Hart sign" is the sign in a three—sign series that is closest to Etc <br />zone. The "third sign" is the sign that is furthest upstream from the ttc zone.) <br />*** Posted speed limit, off—peak 85th—percentile speed prior to war starting, or <br />other anticipated operating speed in mph <br />MINIMUM RECOMMENDED CHANNELING DEVICE AND SIGN SPACING <br />SPEED <br />(S) <br />MPH <br />DIMENSION B DIMENSION C <br />DIMENSION A MERGING SHIFTING <br />SIGN TAPER TAPER <br />SPACING (L) (L/2) <br />FT FT FT <br />DIMENSION D <br />SHOULDER <br />TAPER <br />(L/3) <br />FT <br />DIMENSION E <br />BUFFER <br />SPACE <br />FT <br />MAXIMUM <br />CHANNELIZER <br />SPACING IN <br />TAPER <br />FT <br />MAXIMUM <br />CHANNELIZER <br />SPACING IN <br />TANGENT <br />FT <br />25 <br />100 125 65 <br />30 an (100ft) Maximum <br />158 <br />25 <br />50 <br />30 <br />250 180 90 <br />60 <br />205 <br />30 <br />60 <br />35 <br />250 245 125 <br />82 <br />257 <br />35 <br />70 <br />40 <br />250 320 160 <br />107 <br />315 <br />40 <br />80 <br />45 <br />350 540 270 <br />180 <br />378 <br />45 <br />90 <br />50 <br />350 600 300 <br />200 <br />446 <br />50 <br />100 <br />55 <br />500 660 330 <br />220 <br />520 <br />50 <br />100 <br />50 <br />500 720 350 <br />240 <br />598 <br />50 <br />100 <br />65 <br />500 780 390 <br />260 <br />682 <br />50 <br />100 <br />70 <br />500 840 420 <br />280 <br />771 <br />50 <br />100 <br />*TAPER LENGTHS LISTED ARE VALID FOR 12' OFFSET OR LESS <br />THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL <br />DESIGN: REV DESCRIPTION DATE <br />DRAWN BY: 1 SEFNCO 2/8/23 <br />2 SEFNCO 2/28/2: <br />APPROVED: 3 <br />APPROVED: 4 <br />APPROVED: 5 <br />GENERAL TRAFFIC CONTROL NOTES <br />TRAFFIC CONTROL PLAN SHALL CONFORM TO THE MOST CURRENT CALIFORNIA MANUAL ON <br />UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND STATE STANDARD PLANS <br />NO LANE CLOSURES PERMITTED BEFORE 9: ODA AND AFTER 3: OOP. <br />ALL AFFECTED RESIDENTS, BUSINESSES, AGENCIES, AND SCHOOLS SHALL BE GIVEN A 72 <br />HOURS NOTICE PRIOR TO THE START OF WORK AND THEIR ACCESS SHALL BE MAINTAINED AT <br />ALL TIMES. <br />TEMPORARY NO PARKING SIGNS SHALL BE POSTED 48 HOURS PRIOR TO START OF WORK. <br />ALL CONFLICTING SIGNS, STRIPING OR PAVEMENT MARKINGS SHALL BE COVERED OR REMOVED <br />AND REPLACED WHEN WORK IS COMPLETED. <br />TRAFFIC DIRECTION THROUGH A SIGNALIZED INTERSECTION SHALL BE CONDUCTED BY A CITY <br />OF MODESTO UNIFORMED POLICE OFFICER OR A COMMUNITY SERVICE OFFICER ONLY. SHOULD <br />WORK REQUIRE A SIGNAL TO BE OVERRIDDEN, ARRANGEMENT SHALL BE MADE WITH THE CITY <br />POLICE DEPT AND TRANSPORTATION ENGINEERING DEPT AT LEAST 14 DAYS PRIOR TO START <br />OF WORK. <br />—TABLE 6C-3 2014 CALIFORNIA MUTCO- <br />-TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONE— <br />TYPE OF TAPER <br />TAPER LENGTH (L)* <br />Merging Taper <br />at least L <br />Shifting Taper <br />at least 0.5 L <br />Shoulder Taper <br />at least 0.33 L <br />One lane, Two—way traffic taper <br />30 an (100ft) Maximum <br />Downstream Taper <br />30 m (100ft) per lane <br />—TABLE 6C-1 2014 CALIFORNIA MUTCD- <br />-FORMULAS FOR DETERMINING TAPER FENGTH— <br />Where: L= taper length in feet <br />W= width of offset in feet <br />S= posted speed limit, or off—peak 85th—percentile <br />speed prior to work starting, or the anticipated operating <br />speed in km/h (mph) <br />IMPORTANT NOTICE <br />Section # 4216/4217 of the Government Code requires a <br />Dig Alert Identification Number to be Issued before a <br />"Permit to Excavate" will be valid For your Dig Alert I.D. (� <br />CALL TOLL FREE <br />48 HOURS BEFORE YOU DIG <br />UNDERGROUND SERVICE ALERT " .bI <br />1-800-227-2600 Call <br />LEGEND <br />PORTABLE FLASHING BEACON (P.FB.) <br />H TYPE III BARRICADE W/SIGN <br />�( TYPE II BARRICADE W/SIGN <br />• CHANNELIZING DEVICE <br />1 TRAFFIC CONE WITH CLIP ON SIGN <br />JL TYPE I W/SIGN <br />JZ EXISTING SIGN <br />OS SIGNALIZED INTERSECTION <br />aev FLASHING ARROW BOARD <br />HIGH LEVEL WARNING DEVICE (FLAGTREE) <br />FLAGGED <br />TARSAL TOW AWAY NO STOPPING ANY TIME <br />® EXISTING DRIVEWAY <br />WORK ZONE (ACTIVITY AREA) LIMITS <br />y DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING) <br />TCP General Notes and Tables <br />PROJ#: 1352395 <br />TYPE: RELOCATE <br />SHEET: 4 OF 6 <br />SPEED LIMIT (S) <br />TAPER LENGTH (L) <br />FEET <br />40 mph or less <br />WS2/60 <br />0 mph or more <br />L=WS <br />Where: L= taper length in feet <br />W= width of offset in feet <br />S= posted speed limit, or off—peak 85th—percentile <br />speed prior to work starting, or the anticipated operating <br />speed in km/h (mph) <br />IMPORTANT NOTICE <br />Section # 4216/4217 of the Government Code requires a <br />Dig Alert Identification Number to be Issued before a <br />"Permit to Excavate" will be valid For your Dig Alert I.D. (� <br />CALL TOLL FREE <br />48 HOURS BEFORE YOU DIG <br />UNDERGROUND SERVICE ALERT " .bI <br />1-800-227-2600 Call <br />LEGEND <br />PORTABLE FLASHING BEACON (P.FB.) <br />H TYPE III BARRICADE W/SIGN <br />�( TYPE II BARRICADE W/SIGN <br />• CHANNELIZING DEVICE <br />1 TRAFFIC CONE WITH CLIP ON SIGN <br />JL TYPE I W/SIGN <br />JZ EXISTING SIGN <br />OS SIGNALIZED INTERSECTION <br />aev FLASHING ARROW BOARD <br />HIGH LEVEL WARNING DEVICE (FLAGTREE) <br />FLAGGED <br />TARSAL TOW AWAY NO STOPPING ANY TIME <br />® EXISTING DRIVEWAY <br />WORK ZONE (ACTIVITY AREA) LIMITS <br />y DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING) <br />TCP General Notes and Tables <br />PROJ#: 1352395 <br />TYPE: RELOCATE <br />SHEET: 4 OF 6 <br />