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SIGN LEGEND <br />ROAD ROAD <ErOUR IGHT LAN LEFT LAN CEERIKE LAN LANE BIKE ONE LANEBE <br />WORK CLOSED LANE LANE PREPAfiEDAHEAD AHEAD EAD CAFFFAD CME c�oESAEOD C�LiOFS�ED CLOSED CLOSED pHE p 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 ? NARROW ROAD OPEN <br />ALHEAD 3r� LANE NARROWS > > #> > <*> <*> < > <br />TRENCH <br />W20-3 W3-5 C12(CA) W5-1 W12-1 W6-3 W1 -4(L) W4-1 W21—la C9A (CA) C27(CA) W11-1 <br />RR <br />WI -4(R) <br />SHOULDER <br />SHOULDER <br />ED SHCOLIO R SHOULDER ® ® ® ® ® � YIELD � • � <br />WORK C�HEADED 10005 CLOSED ® / LQ <br />R3-1 R3-2 R3-4 R3-18 R5 -8R9-3 W21-5 W21-5bR W21 -5b C30A R1-1 R1-2 R5-1 SLOW PADDLE <br />BUSES KEEP KEEP <br />RIGHT LANE <br />ONLY <br />MUST y � .� <br />TURN RIGHT <br />Lrj <br />R R3 -7(L) <br />R3-7 <br />IS RESPONSIBLE FOR PROMPTLY RESTORING THE ROAD BACK TO <br />LEFT LANE <br />MUST <br />TURN LEFT <br />ROAD <br />CLOSED <br />RAMP <br />CLOSED <br />MARKINGS, SIGNAGE, AND LOOP DETECTION. ALL PLANS SHALL <br />ROAD CLOSED <br />TG <br />THRU TRAFFIC <br />100 FEET <br />gIGHBT RIRIIJ UNE <br />nELDTOBiKEs <br />SIIjEE <br />� ALLY USE <br />uI1 <br />URBAN -MORE THAN 25 MPH TO 40 MPH*`• <br />250 FEET <br />250 FEET <br />R4-4 W75 -1P R4-11 RIGHT LEFT <br />R11-2 R11-2 R11-4 R4 -6(R) R4-7 <br />R4 -7a R4 -8a R3-6 L <br />R9-9 R9 -11(L) <br />R9-11 R <br />I� <br />LOUISA AVE <br />R9 -11a L R9-10 <br />R9 -11a R <br />M: <br />G20-2 <br />W. ALICE AVE <br />R4-8 R3 -5R R608 CA) <br />D ©� END DETOUR © L <br />DETOUR _� DETOUR <br />DETOUR � � � Rm <br />W1 <br />—6(R) W1-7 SC3 (CA) M4 -8a M4 -9(L)) M4 -10(L) <br />W1 -6(L) M4 -9(R) M4-10 R R13A R13B <br />M4-9 S <br />SYMBOL LEGEND <br />D D D <br />CHANNELIZING CHANNELIZING TYPE I BARRICADE EXISTING SIGN SIGNALIZED <br />DEVICE/CONE DEVICE W/ SIGN W/ SIGN INTERSECTION <br />TYPE III TYPE II HIGH LEVEL FLASHING TOW AWAY NO <br />BARRICADE BARRICADE WARNING DEVICE ARROWBOARD STOPPING <br />W/SIGN(5'H x 4'W) W/SIGN(TH x 2'W) ANYTIME <br />•� ® T.A.N.S. <br />TYPE III TYPE II CERTIFIED PORTABLE TOW AWAY NO <br />BARRICADE BARRICADE FLAGGER FLASHING BEACON STOPPING <br />.. ss CMS <br />AERIAL CABLE SPLICE BOX EXISTING EXISTING CHANGEABLE <br />STRIPING - STRIPING MESSAGE SIGN <br />DOUBLE YELLOW (CMS) <br />TRENCHING HAND HOLE BORE PIT POWER POLE MANHOLE <br />MANHOLE ACCESS � � 0 <br />EXISTING WORK ZONE DIRECTION OF EXISTING LANE WORK VEHICLE <br />DRIVEWAY (ACTIVITY AREA) TRAVEL FLOW STRIPING <br />TART DATE: END DATE: POSTED SPEED APPROACH TAPER CONE SIGN <br />LIMIT SPEED LENGTH SPACING SPACING <br />'ERMIT WORK EXTENSIONS MUST BE OBTAINED BY T <br />TEND OF PERMIT DATE <br />25 MPH I 25 MPH I 42 FT I 25 FT I 100 FT <br />TRAFFIC CONTROL PLAN DISCLOSURE <br />NOTHING CONTAINED ON THIS DRAWING SHALL PREVENT LOCAL JURISDICTIONS FROM <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 <br />IS RESPONSIBLE FOR PROMPTLY RESTORING THE ROAD BACK TO <br />SATISFACTORY CONDITION WHICH INCLUDES, <br />BUT IS NOT LIMITED TO, <br />PAVING, STRIPING, <br />MARKINGS, SIGNAGE, AND LOOP DETECTION. ALL PLANS SHALL <br />BE IN ACCORDANCE WITH 2014 CAMUTCD. <br />100 FEET <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 />UNTY TRANSIT DISTRICT SHALL BE NOTIFIED (5) WORKING DAYS PRIOR TO ANY WORK THAT AFFECTS BUS STOPS. <br />15. CO <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 />THE COLU!•I11 HEAPING A, Be AND C ARE THE DIIAENSIONs SHOWN IN FIGURES 6H-1 THROUGH 6H-96. <br />THE A DII•IENSIOIJ IS THE DISTANCE FROIA THE TRANSITION OR POINT of RESTRICTION TO THE FIRST <br />siGll. 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 -FIRSTSIGN' IS THE SIGN IN A <br />THPEE-SIGN SERIES THAT IS CLOSEST TO TTC ZONE. THE 'THIRD <br />DISTANCE BETWEEN SIGNS** <br />20 <br />A <br />B <br />C <br />AN - 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 />UROAN - MORE THAN 40 MPH*"' <br />350 FEET <br />350 FEET <br />350 FEET <br />RURAL <br />500 FEET <br />500 FEET <br />SOO FEET <br />EXPRESSWAY FREEWAY <br />/ <br />1,000 FEET <br />FEET <br />1,500 F <br />2 40 FEET <br />,6 <br />SIGN" IS THE SIGN THAT IS FURTHEST <br />UPSTREAM FROFt THE LTC ZONE.) <br />"• POSTED SPEED LIMIT,OFF-PEAK 85TH -PERCENTILE SPEED PRIOR TO WORK STARTING, OR OTHER <br />ANTICIPATED OOPERATINGSSPEED 111 MPH <br />-TABLE 6C-2 2014 CALIFORNIA MUTCD- <br />IPPING SIGHT DISTANCE AS A FUNCTION OF SPEED ON LEVEL R01 <br />(USED AS SUGGESTED LONGRUDINAL BUFFER SPACE LENGTH OR <br />LOCATION FOR FLAGGER STATION) <br />SPEED* <br />(MPH) <br />• DOSTED SPEED, OFF-PEAK BSTHPERCENTILE SPEED PRIOR To <br />IVORK STARING OR THF ANTICIPATED OPERATING SPEED IN 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 />4 <br />360 <br />50 <br />425 <br />55 <br />495 <br />60 <br />570 <br />4 <br />70 <br />730 <br />7 <br />820 <br />-TABLE 6C-3 2014 CALIFORNIA MUTCD- <br />-TAPER LEIJGTH CRITERIA F00. <br />TEFIPORARY TRAFFIC CONTROL 20NEAT LEAST L <br />- <br />TYPE OF TAPER <br />TAPER LENGTH (L)' <br />MERGING TAPER <br />SHIFTING TAPE0. <br />_—TMul <br />1`5 <br />sHOULDER TAPER <br />ATLEASTo.33 L <br />-WIE TVPV/AY TPAFFl[TPCEP <br />SFT HINIHVII, IooFFHnX111UH <br />DOWNSTREAFI TAPERSUET <br />MINIMUM, 100FT MANUIUM <br />-TABLE 6C-4 2014 CALIFORNIA MUTCD- <br />-FORtAULA6 FOR DETERfA1N[IJG TAPER LENGTNFEET <br />- <br />EEDw <br />WHERE: L= TAPER LEIJGTH IN FIETERS (FEET) <br />W= WIDTH OF OFFSET' IN FIETERS (FEET) <br />5= POSTED SPEED LIFIR, OR OFF- <br />PLL <br />_—TMul <br />1`5 <br />5 <br />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 />PLANS ACCEPTED BY: <br />R.C.E. <br />CHC Consulting <br />1845 W. Orangewood Ave., Suite 300, Orange, CA 92868 <br />SATE (949) 250-0004 /FAX (949) 250-0006 <br />OB NUMBER <br />PLANS PREPARED BY: <br />NAME: MIKE MATHERNE (949)250-0004-0004 <br />EXP. DATE PHONE: <br />DATE: 10-03-19 _REVISION DATE_: N/A <br />A01PMF9 <br />SCALE: N/A , <br />PAGE: COVER SHEET <br />I � <br />California <br />