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SIGN LEGEND <br />ROAD ROAD DETOUR RIGHT LANE LEFT CENTER BIKE LANE BIKE ONE BE <br />WORK CLOSED LANE LANE LANE LANE ANE ROAD PREPARED <br />AHEAD CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED AHEAD TO STOP <br />AHEAD AHEAD AHEAD AHEAD AHEAD AHEAD <br />W20-1 W20-3 W20-2 C20(CA)(R) C20(CA)(L) W9-3 C20(CA)(BIKE) W4 -2(R) C30(CA) C30(BIKE) W20-4 W3-4 <br />W4 -2(L) <br />RAMP <br />CLOSED � NARROW ROAD � � OPEN <br />AHEAD 35 LANE NARROWS TRENCH <br />> < > < <* < > < > < <*> < <br />W20-3 W3-5 C 12(CA) W5-1 W 12-1 W6-3 W 1-4(L) W4-1 W21-1 a C9A (CA) C27(CA) Wil -1 <br />W1 -4(R) <br />YIELD o 0 <br />***<i <br />SHOULDER R 6 0� D CI04 <br />O <br />R3-1 R3-2 R3-4 R3-18 R5-6 R9-3 <br />W21-5 W21-5bR W21 -5b C30A R1-1 R1-2 R5-1 SLOW PADDLE <br />RIGHT LANE <br />MUST <br />TURN RIGHT <br />LEFT LANE <br />MUST <br />TURN RIGHT <br />R3 -7(L) <br />ROAD RAMP <br />CLOSED CLOSED <br />R11-2 R11-2 <br />ROAD CLOSED BEGIN <br />TO RIGHT TURN LANE <br />THRU TRAFRC IYIELDTOBIKES <br />R11-4 R4-4 <br />SHARE BUSES KEEP KEEP . . <br />THE (i j ONLY <br />MAY USE <br />ROAD FULL LAN RIGHT LEFT ONLY <br />W16 -11P R4-1 R3-6�R) R4-7 R4-8 R3 -5R R60B(CA) <br />SPCL R4 -7a R4 -8a ) <br />R3 -7(R) <br />SIDEWALK <br />CLOSED <br />R9-9 <br />SD �` u`� <br />azass <br />R9-11(L� <br />R9-11 R <br />�"Dm"` � �� <br />a H� oma saE=moo, <br />R9-11 3L) R9-10 <br />R9 -11 <br />END <br />ROAD WORK <br />G20-2 W1 -6(R) <br />W1 -6(L) <br />DETOUR END DETOUR -=mooDETOUR <br />DETOUR <br />ON RED ON RED <br />W1-7 SC3 (CA) M4 -8a M4-9 R L M4 -1 0(L) R13A R13B <br />M4-9 M4-10 R) <br />M4-9 S <br />DO NOT <br />STOP <br />ON <br />TRACKS <br />R8-8 <br />OB LOCATION: WORK HOURS: <br />2224 W BENJAMIN FROM: <br />HOLT DR. To: <br />EGIN CROSS STREET: <br />MCCLELLAN WAY <br />COPE OF WORK: <br />END CROSS STREET: <br />W SWAIN RD. <br />I I M [91AA1_ vo mAl[" <br />MH #204, POLES AND PFP ACCESS <br />TART DATE: IEND DATE: <br />SYMBOL LEGEND. <br />EXISTING WORK ZONE DIRECTION OF EXISTING LANE WORK VEHICLE <br />DRIVEWAY (ACTIVITY AREA) TRAVEL FLOW STRIPING <br />el <br />-wl <br />im— <br />11 <br />OS <br />CHANNELIZING <br />DEVICE/CONE <br />CHANNELIZING <br />DEVICE W/ SIGN <br />TYPE I BARRICADE <br />W/ SIGN <br />EXISTING SIGN <br />SIGNALIZED <br />INTERSECTION <br />VARIES <br />VARIES <br />+<:] <br />VARIES <br />T.A.N.S.A.T. <br />TYPE III <br />BARRICADE <br />W/SIGN(TH x 4'W) <br />TYPE II <br />BARRICADE <br />W/SIGN(TH x 2'W) <br />HIGH LEVEL <br />WARNING DEVICE <br />FLASHING <br />ARROWBOARD <br />TOW AWAY NO <br />STOPPING <br />ANYTIME <br />I I <br />35 <br />0� <br />T.A.N.S. <br />TYPE III <br />BARRICADE <br />TYPE II <br />BARRICADE <br />CERTIFIED <br />FLAGGER <br />PORTABLE <br />FLASHING BEACON <br />TOW AWAY NO <br />STOPPING <br />�l <br />10 <br />50 <br />CMS <br />AERIAL CABLE <br />SPLICE BOX <br />EXISTING <br />STRIPING - <br />EXISTING <br />STRIPING <br />CHANGEABLE <br />MESSAGE SIGN <br />Iq <br />m <br />DOUBLE YELLOW <br />0 <br />® 1 <br />(CMS) <br />MH <br />1 <br />TRENCHING <br />HAND HOLE <br />BORE PIT <br />POWER POLE <br />MANHOLE <br />V////) ME* I I ==>1 <br />EXISTING WORK ZONE DIRECTION OF EXISTING LANE WORK VEHICLE <br />DRIVEWAY (ACTIVITY AREA) TRAVEL FLOW STRIPING <br />POSTED SPEED <br />APPROACH <br />TAPER <br />CONE <br />SIGN <br />LIMIT <br />SPEED <br />LENGTH <br />SPACING <br />SPACING <br />VARIES <br />VARIES <br />VARIES <br />VARIES <br />250 FT <br />TRAFFIC CONTROL <br />PLAN DISCLOSURE: <br />500 FEET <br />500 FEET <br />EXPRESSWAY/FREEWAY <br />ERMIT WORK EXTENSIONS MUST BE OBTAINED BY THE NOTHING CONTAINED ON THIS DRAWING SHALL PREVENT LOCAL JURISDICTIONS FROM <br />ND OF PERMIT DATE MODIFYING, CHANGING, OR ADOPTING NEW SPECIFICATIONS DEEMED NECESSARY. <br />CRITERIA FOR POSITION, LOCATION, AND USE OF TRAFFIC CONTROL DEVICES IS SOLELY FOR <br />THE PURPOSE OF GUIDANCE TO ASSIST IN THE SET UP OF THE TRAFFIC CONTROL PLANS. <br />APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN OFFICIAL PERMIT. CONTACT THE AGENCY <br />FOR INFORMATION ON OBTAINING A PERMIT. <br />GENERAL TRAFFIC CONTROL NOTES: <br />1. THE CONTRACTOR IS RESPONSIBLE FOR PROMPTLY RESTORING THE ROAD BACK TO SATISFACTORY CONDITION WHICH INCLUDES, BUT IS NOT <br />LIMITED TO, PAVING, STRIPING, MARKINGS, SIGNAGE, AND LOOP DETECTION. ALL PLANS SHALL BE IN ACCORDANCE WITH 2014 CAMUTCD. <br />2. THE AGENCY RESERVES THE RIGHT TO OBSERVE THESE TRAFFIC CONTROL PLANS IN OPERATION AND TO MAKE CHANGES AS FIELD CONDITIONS <br />WARRANT. <br />3. TRENCHES SHALL BE BACKFILLED OR STEEL -PLATED DURING NON -WORK HOURS. STEEL PLATES SHALL HAVE AN ASPHALT RAMP ON ALL EDGES, <br />SECURELY SUPPORTED SO THEY WON'T ROCK AND A SIGN POSTED NEAR THE PLATES IDENTIFYING THE CONTRACTOR'S NAME AND 24 HOUR <br />EMERGENCY TELEPHONE NUMBER. ALL DIRT, DUST, AND DEBRIS SHALL BE REMOVED FROM THE STREET AT THE END OF EACH DAY AND AT <br />THE END OF THE JOB. THE STREET SHALL BE KEPT IN A DRIVABLE CONDITION AT ALL TIMES. <br />4. ANY WORK THAT CREATES AN UNDUE SAFETY RISK OR THAT CREATES SEVERE CONGESTION WILL BE SHUT DOWN BY THE AGENCY. <br />5. A COPY OF ALL TRAFFIC REQUIREMENTS AND TRAFFIC CONTROL PLANS ISSUED BY THE AGENCY MUST BE KEPT ON THE JOB SITE. <br />6. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN OFFICIAL PERMIT. CONTACT THE AGENCY FOR INFORMATION ON OBTAINING A PERMIT. <br />7. ALL TRAVEL LANES WILL TYPICALLY BE A MINIMUM OF 12 FEET WIDE, 14 FEET IF ADJACENT TO BIKE LANES, UNLESS OTHERWISE SPECIFICALLY <br />APPROVED BY THE AGENCY. <br />8. FLASHING ARROW BOARDS AS REQUIRED BY THE AGENCY. <br />9. WARNING (W) SERIES SIGNS USED IN WORK ZONES SHALL BE BLACK ON AN ORANGE BACKGROUND. <br />10. CONES AND PYLONS SHALL HAVE YELLOW REFLECTORIZED SLEEVES WHEN PLACED ALONG THE CENTERLINE AND WHITE REFLECTORIZED <br />SLEEVES ALONG THE OUTSIDE SHOULDER. <br />11. IF PARKING IS ALLOWED IN THE ADVANCE WORKING AREA, ADVANCE WARNING SIGNS SHALL BE MOUNTED ON HIGH LEVEL DEVICES. <br />12. THE CONTRACTOR SHALL POST TOW-AWAY/NO PARKING SIGNS SEVENTY-TWO (72) HOURS IN ADVANCE, WITH DAY OF WEEK, DATE, AND WORK <br />HOURS NOTED, AND SHALL BAG PARKING METERS (WHERE APPLICABLE). <br />13. OPEN CUT WORK SHALL BE DONE IN _ PHASES. <br />14. WORKERS SHALL WEAR HARD HATS AND ORANGE VESTS AT ALL TIMES. <br />15. COUNTY TRANSIT DISTRICT SHALL BE NOTIFIED (5) WORKING DAYS PRIOR TO ANY WORK THAT AFFECTS BUS STOPS. <br />16. CONSTRUCTION SIGNS SHALL NOT OBSTRUCT SIGHT VISIBILITY AT DRIVEWAYS. <br />17. CONTRACTOR SHALL NOTIFY ALL LOCAL BUSINESS OWNERS/OCCUPANTS 72 HOURS IN ADVANCE PRIOR TO ANY CONSTRUCTION ADJACENT TO <br />BUSINESSES. <br />-TABLE 6C-1 2014 CALIFORNIA MUTCD- <br />-RECOMMENDED ADVANCE WARNING SIGN SPACING- <br />ROAD TYPE <br />DISTANCE BETWEEN SIGNS" <br />(USED AS SUGGESTED LONGITUDINAL BUFFER SPACE LENGTH OR <br />LOCATION FOR FLAGGER STATION) <br />A <br />B <br />C <br />URBAN - 25 MPH OR LESS*** <br />100 FEET <br />100 FEET <br />100 FEET <br />URBAN - MORE THAN 25 MPH TO 40 MPH*** <br />250 FEET <br />250 FEET <br />250 FEET <br />URBAN - MORE THAN 40 MPH*** <br />350 FEET <br />350 FEET <br />350 FEET <br />RURAL <br />500 FEET <br />500 FEET <br />500 FEET <br />EXPRESSWAY/FREEWAY <br />1,000 FEET 1,500 FEET 2,640 FEET <br />** THE COLUMN HEADING A, B, AND C ARE THE DIMENSIONS SHOWN IN FIGURES 6H-1 THROUGH 6H-46. <br />THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST <br />SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION <br />IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGN. (THE "FIRST SIGN" IS THE SIGN IN A <br />THREE -SIGN SERIES THAT IS CLOSEST TO TTC ZONE. THE "THIRD SIGN" IS THE SIGN THAT IS FURTHEST <br />UPSTREAM FROM THE TTC ZONE.) <br />*** POSTED SPEED LIMIT, OFF-PEAK 85TH -PERCENTILE SPEED PRIOR TO WORK STARTING, OR OTHER <br />ANTICIPATED OPERATING SPEED IN MPH <br />-TABLE 6C-2 2014 CALIFORNIA MUTCD- <br />-STOPPING SIGHT DISTANCE AS A FUNCTION OF SPEED ON LEVEL ROADS - <br />(USED AS SUGGESTED LONGITUDINAL BUFFER SPACE LENGTH OR <br />LOCATION FOR FLAGGER STATION) <br />SPEED* <br />DISTANCE <br />(MPH) <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 />360 <br />50 <br />425 <br />55 <br />495 <br />60 <br />570 <br />65 <br />645 <br />70 <br />730 <br />75 <br />* POSTED SPEED, OFF-PEAK 85TH <br />WORK STARING OR THE ANTICIPATED <br />820 <br />-PERCENTILE SPEED PRIOR TO <br />OPERATING SPEED IN MPH <br />-TABLE 6C-3 2014 CALIFORNIA MUTCD- <br />-TAPER LENGTH CRITERIA FOR <br />TEMPORARY TRAFFIC CONTROL ZONE - <br />TYPE OF TAPER TAPER LENGTH (L)* <br />MERGING TAPER AT LEAST L <br />SHIFTING TAPER AT LEAST 0.5 L <br />SHOULDER TAPER AT LEAST 0.33 L <br />ONE LANE, TWO-WAY TRAFFIC TAPER SOFT MINIMUM, 100FT MAXIMUM <br />DOWNSTREAM TAPER SOFT MINIMUM, 100FT MAXIMUM <br />-TABLE 6C-4 2014 CALIFORNIA MUTCD- <br />-FORMULAS FOR DETERMINING TAPER LENGTH - <br />SPEED LIMIT (S) TAPER LENGTH (L) <br />FEET <br />40 MPH OR LESS L=60 <br />Z <br />45 MPH OR MORE L=WS <br />WHERE: L= TAPER LENGTH IN METERS (FEET) <br />W= WIDTH OF OFFSET IN METERS (FEET) <br />S= POSTED SPEED LIMIT, OR OFF-PEAK <br />85TH -PERCENTILE SPEED PRIOR TO WORK <br />STARTING, OR THE ANTICIPATED OPERATING <br />SPEED IN KM/H (MPH <br />COUNTY NAME: SAN JOAQUIN <br />TRAFFIC CONTROL PLAN �'°B SCALE: <br />PLANS ACCEPTED BY: <br />R.C.E. <br />A02RNAC <br />DATE <br />PLANS PREPARED BY: amdocs 46a.t&t <br />NAME: SUDHANSHU PASI <br />EXP. DATE DATE: 2/8/24 ISSUE: 0 <br />