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SIGN LEGEND <br />ROAD ROAD DETOUR RIGHT LAN LEFT LAN CENTER IKE LAN LANE BIKE ONE LANE BE <br />WORK CLOSED LANE LANE PREPARED <br /><16> <br />AHEAD CLOSED CLOSED CLOSED CLOSED CLOSED ROAD <br />AHEAD AHEAD MEAD pIIEAD �� �� CLOSED q�{EAp TO sroP <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 um NARROW > < ROAD y > < <#> < > < > * <*> OPEN <br />CLOSED <br />35 LANE NARROWS TRENCH <br />W20-3 W3-5 C12(CA) W5-1 W12-1 W6-3 W1 -4(L) W4-1 W21 -1a C9A (CA) C27(CA) W11-1 <br />W7 —4(R) <br />SHOULDER SHOULDER SH�O�pU��E�ER SHOULDER ® ® YIELD • • • <br />WORK C LNMEAD <br />1000 FT CLOSED , LO <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 LEFT LANE ROAD RAMP ROAD CLOSED BEGIN nR <br />BUSES <br />KEEP KEEP . . <br />MUST MUST TO RIGHTTURN LANE THELIAY USE y <br />TURN RIGHT TURN LEFT CLOSED CLOSED THRU TRAFFIC YIELD TO BIKES LL LAN RIGHT LEFT 01(LY <br />R3 -7(R) R3-7 L R11-2 R11-2 R11-4 R4-4 W16 -1P R4-11 R3-6 R R4-7 R4-8 R3 -5R R60B CA <br />SPCL R4 -7a R4 -8a R3-6�L3 <br />SIDEWALKsum END DETOUR <br />CLOSED usE ROAD WORK ©© 1'DETOUR DETOUR DETOUR <br />R9-9 R9 -11 G20 -2W1 -6(R) W7-7 m4-9SC3 (CA) M4 -8a R) <br />R R L <br />4—R9-11 R9 -11a W1 -6(L) RR13A R13R�B)M10M4 10( <br />M4-9 <br />S <br />DO NOT <br />STOP <br />ON <br />TRACKS <br />R8-8 <br />7580 MCKINLEY <br />AVE. <br />6TH ST. <br />IPERMIT NUMBER <br />FROM: <br />TO: <br />OLD SPERRY RD. <br />THOMAS GUIDE: <br />SYMBOL LEGEND. <br />DISTANCE BETWEEN SIGNS" <br />® 0 <br />1 <br />B <br />EXISTING <br />El <br />DIRECTION OF <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 />FLOW STRIPING <br />START DATE: <br />END DATE: <br />POSTED SPEED <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 />1,000 FEET 11,500 FEET 12,640 FEET <br />LIMIT <br />I I <br />® <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 />■ ■ � <br />El ] <br />I �] <br />' ] <br />CMS <br />AERIAL CABLE <br />SPLICE BOX <br />EXISTING <br />STRIPING - <br />EXISTING <br />STRIPING <br />CHANGEABLE <br />MESSAGE SIGN <br />MODIFYING, CHANGING, OR ADOPTING NEW SPECIFICATIONS DEEMED NECESSARY. <br />HH <br />DOUBLE YELLOW <br />I E3 ] <br />1 (91 <br />(CMS) <br />F-9 <br />TRENCHING <br />HAND HOLE <br />BORE PIT <br />POWER POLE <br />MH <br />MH ACCESS <br />DISTANCE BETWEEN SIGNS" <br />® 0 <br />1 <br />B <br />EXISTING <br />WORK ZONE <br />DIRECTION OF <br />EXISTING LANE WORK VEHICLE <br />100 FEET <br />DRIVEWAY <br />(ACTIVITY AREA) <br />TRAVEL <br />FLOW STRIPING <br />START DATE: <br />END DATE: <br />POSTED SPEED <br />APPROACH <br />TAPER <br />500 FEET <br />CONE <br />SIGN <br />EXPRESSWAY/FREEWAY <br />1,000 FEET 11,500 FEET 12,640 FEET <br />LIMIT <br />SPEED <br />LENGTH <br />SPACING <br />SPACING <br />VARIES <br />VARIES <br />VARIES <br />VARIES <br />VARIES <br />TRAFFIC CONTROL PLAN DISCLOSURE: <br />NOTHING CONTAINED ON THIS DRAWING SHALL PREVENT LOCAL JURISDICTIONS FROM <br />PERMIT WORK EXTENSIONS MUST BE OBTAINED BY THE <br />END OF PERMIT DATE <br />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 LIMITED TO, <br />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 WARRANT. <br />3. TRENCHES SHALL BE BACKFILLED OR STEEL -PLATED DURING NON -WORK HOURS. STEEL PLATES SHALL HAVE AN ASPHALT RAMP ON ALL EDGES, SECURELY <br />SUPPORTED SO THEY WON'T ROCK AND A SIGN POSTED NEAR THE PLATES IDENTIFYING THE CONTRACTOR'S NAME AND 24 HOUR EMERGENCY TELEPHONE <br />NUMBER. ALL DIRT, DUST, AND DEBRIS SHALL BE REMOVED FROM THE STREET AT THE END OF EACH DAY AND AT THE END OF THE JOB. THE STREET SHALL BE <br />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 APPROVED BY <br />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 SLEEVES ALONG <br />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 HOURS NOTED, <br />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 BUSINESSES. <br />-TABLE 6C-1 2014 CALIFORNIA MUTCD- <br />-RECOMMENDED ADVANCE WARNING SIGN SPACING- <br />ROAD TYPE <br />DISTANCE BETWEEN SIGNS" <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 11,500 FEET 12,640 FEET <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* DISTANCE <br />(MPH) (FT) <br />20 115 <br />25 155 <br />30 200 <br />35 250 <br />40 305 <br />45 360 <br />50 425 <br />55 495 <br />60 570 <br />65 645 <br />70 730 <br />75 820 <br />* POSTED SPEED, OFF-PEAK 85TH -PERCENTILE SPEED PRIOR TO <br />WORK STARING OR THE ANTICIPATED 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 0.5L <br />SHOULDER TAPER AT LEAST 0.33 L <br />ONE LANE, TWO-WAY TRAFFIC TAPER SOFT MINIMUM, 100FT MAXIMUM <br />DOWNS T REAM TAPER 50FTMINIMUM, 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 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 OF: SAN JOAQUIN <br />TRAFFIC CONTROL PLAN <br />PLANS ACCEPTED BY: <br />R.C.E. <br />DATE <br />EXP. DAT <br />mmwft CHC <br />A CONGRUEX® COMPANY <br />9095 Rio San Diego Dr. Ste 165 San Diego, CA 92108-1694 <br />(949) 250-0004 / FAX (949) 250-0006 <br />PLANS PREPARED BY: <br />NAME: SUBHAM SHARMA <br />PHONE: (949) 250-0004 <br />DATE: 04-07-23 REVISION DATE: N/A <br />OB NUMBER _ A02KA9L <br />SCALE: N/A <br />PAGE: COVER SHEET <br />at&t <br />C��Du4o��u� <br />