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SIGN LEGEND <br /><*X§>*<*<*<*><*< <br />CEIIfER61KEBENLANEIKE LANLANELANE DNE LANEPREPARmO AHEAD AHEAD CLOSED CLOSED gHE�AO TD �� <br />W20-1 W20-3 W20-2 C20(CA)(R) C20(CA)(L) W9-3 C20(CA)(BIHE) W4-2RC30(BIKE) <br />W4 -2L W20-4 W3-4 <br />RAMP �Em NARRaw <4> <br />��*OPENO��p 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 />WI -4 �R) <br />SHOULDER <br />WORK <br />RIGHT <br />Y <br />000[OW <br />CLOSED 0 OS R3-1 R3-2 R3-4 R3-18 R5-6 R9-3 <br />W21-5 W21-5bR <br />W21 -5b C30A RI -1 RI -2 R5-1 SLOW PADDLE <br />RIGHT LANE LEFT LANE ROAD RAMP ROAD CL45E0 wGHBr TEuaiNwE: SHARE � UNL� KEEP KEEP <br />MUST MUST TO THE pllY 115E ~ `— <br />TURNRIGH7 TLRNLEFI CLOSED CLOSED THRU TRAFFlC nELDroeiKEs ROAD LLIAN � RIGHT LEFT •� �, ONLY <br />R3-7 R R3-7 L 5 <br />R11-2 R11-2 R11-4 R4-4 W16 -1P R4-11 SPCL R4-70 R4 -8a R3-GJR� R4-7 R4-8 R3 -5R R648 CA <br />SIDEWALK x ADS �90°W11 END ©© END D <br />I _.J � ROAD WORK 1 pETOUR DETOUR <br />QErouR <br />CLOSED ansa rno� IEaE USE onflr soE AN <br />R9-9 R9-1I(Li R9-11${ R9-10 G20-2 W1 -6(R) W1-7 SC3 (CA) M4 -8a M4_9 L} M4 -10(L) R13A R138 <br />R9-11 R R9 -11a R WI -6(L) #14-9 R M4 -10(R1 <br />M4-9 S <br />DO NOT <br />STOP <br />ON <br />TRACKS <br />R8-8 <br />SYMBOL LEGEND <br />OF SPEED ON LEVEL ROADS - <br />A <br />108 LOCATION: <br />WORK HOURS: <br />FROM: <br />DIRECTION OF <br />EXISTING LANE <br />WORK VEHICLE <br />DRIVEWAY <br />{ACTIVITY AREA) <br />TRAVEL <br />FLOW STRIPING <br />350 FEET 350 FEET <br />POSTED SPEED <br />6066 AUSTIN RD. <br />TAPER <br />I <br />ExPREssT7rRimAy <br />WA <br />CHANNELIZING <br />DEVICE/CONE <br />CHANNELIZING <br />DEVICE SIGN <br />TYPE IBARRICADE <br />W/SIGN <br />EXISTING SIGN <br />SIGNALIZED <br />INTERSECTION <br />LENGTH <br />495 <br />SPACING <br />TO: <br />65 <br />70 <br />545 <br />736 <br />75 <br />820 <br />' POSTED SPEED, OFF PEAK 65TH.PERCFDTILE <br />SPEED PRIOR TO <br />WORK STARING OR THE ANILCIPATED DPERATIHG 5PEEo IH HER <br />IEGIN CROSS STREET: <br />END CROSS STREET: <br />TYPE III <br />TYPE II <br />HIGH LEVEL <br />FLASHING <br />TOW AWAY NO <br />BARRICADE <br />WYSIGN(5'H x 4'W) <br />BARRICADE <br />W/SIGN(TH x 2'W) <br />WARNING DEVICE <br />ARROWBOARD <br />STOPPING <br />ANYTIME <br />MARIPOSA RD, <br />BURNHAM RD. <br />0 <br />® <br />F-477 <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 />EERMIT NUMBER: <br />THOMAS GUIDE: <br />AERIAL CABLE <br />SPLICE BOX <br />EXISTING <br />STRIPING - <br />EXISTING <br />STRIPING <br />CHANGEABLE <br />MESSAGE SIGN <br />J• !� <br />l HH <br />DOUBLE YELLOW <br />® <br />© <br />(CMS) <br />MH <br />)COPE OF WORK. <br />TRENCHING <br />HAND HOLE <br />BORE PIT <br />POWER POLE <br />MANHOLE <br />SB #1 ACCESS <br />PERMIT WORK EXTENSIONS MUST BE OBTAINED BY <br />END OF PERMIT DATE <br />I�o�� <br />DISTANCE BETWEEN SIGNS - <br />OF SPEED ON LEVEL ROADS - <br />A <br />EXISTING <br />WORK ZONE <br />DIRECTION OF <br />EXISTING LANE <br />WORK VEHICLE <br />DRIVEWAY <br />{ACTIVITY AREA) <br />TRAVEL <br />FLOW STRIPING <br />350 FEET 350 FEET <br />POSTED SPEED <br />APPROACH <br />I <br />TAPER <br />I <br />ExPREssT7rRimAy <br />WA <br />CONE <br />45 <br />SIGN <br />I <br />LIMIT <br />SPEED <br />LENGTH <br />495 <br />SPACING <br />SPACING <br />N/A 1 55 MPH I 50 FT 1 25 FT 1 500 FT <br />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 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 SY THE AGENCY MUST BE KEPT ON THE 308 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 SPFCFICALLY 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 (S) 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 OWN FRS/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 />OF SPEED ON LEVEL ROADS - <br />A <br />B c <br />URBAN - 2S MPH OR LESS"' <br />100 FEET <br />100 FEET 100 FEET <br />URBAN - MORE THAN 25 MPH TO 40 MPH"' <br />250 FEET <br />250 FEET 250 FEET <br />URBAN -MORE THAN 40 MPH'-• <br />350 FEET <br />350 FEET 350 FEET <br />RURAL <br />500 FEET <br />500 FEET 500 FEET <br />ExPREssT7rRimAy <br />WA <br />1,001) FEET 1,SOO FEET 11 2,640 FEET <br />WCOLOKN HEADING A, B, AND C ARE THE DNIENSIDNs SHOWN IN FIGURES 6HI THROUGH W-16. <br />THE A DIEIEIISIGH IS THE DISTANCE FROM THE TRANSH CNI OR POINT of RRSTkICTIOII TO THE FIRST <br />s1 1. THE R ❑INEIISION IS THE OISTAACE BETWEEII THE FIRST AND SECOND SIGNS. THE C DIHEIISICH <br />IS THE DISTANCE BETYEEN THE SECOND MID THIRD SIGH. (ME 'FIRST SIGN- IS THE SIGN III A <br />TH REE-SIG14 SERIES THAT Is COSEST To TTc ZONE. THE'THTRD SIGN- I5 THE SIGN THAT IS FURTHEST <br />UP 6uEAF1 FROM THE TTL ZONE.) <br />..PD5TED 5PFEO LTr IIT, OFF -PEAR H51H-PERCENTILE SPEED PRIOR TO WORK STARTING, OR OTHER <br />ANTICIPATED OPERATING SPEED RI MPH <br />-TABLE 6C-2 2014 CALIFORNIA MUTCD- <br />-STOPPING SIGHT DISTANCE AS A FUNCTION <br />OF SPEED ON LEVEL ROADS - <br />(USED AS SUGGESTED LONUMDIIIAL BUFFER SPACITURIGTH OR <br />LOCATION FOR FlAGCER STAT N) <br />SPEED' <br />DISTANCE <br />(MFH) <br />(FT) <br />20 <br />115 <br />5 <br />155 <br />D <br />20 <br />7- <br />35 <br />25D <br />40 <br />305 <br />45 <br />36D <br />50 <br />425 <br />55 <br />495 <br />60 <br />570 <br />65 <br />70 <br />545 <br />736 <br />75 <br />820 <br />' POSTED SPEED, OFF PEAK 65TH.PERCFDTILE <br />SPEED PRIOR TO <br />WORK STARING OR THE ANILCIPATED DPERATIHG 5PEEo IH HER <br />-TABLE GC -3 2014 CALIFORNIA IIUTCD- <br />-TAPER LENGTH CRITERIA FOR <br />TEMPORARY TRAFFIC CONTROL ZOITE. <br />TYPE OF TAPER TAPER LENGTH (L)- <br />MERGINGTxaER ATIFASTL <br />SHIM.. TAPER AT l 116.5 L <br />SHouToER TAPER I AT LEA110 11 <br />P 1.11 HiRl Htlll. 190F1 fIRMHIGII <br />F DOWNSTREAF$ TAPER arc <br />-TABLE 6C-4 2014 CALIFORNIA MUTCO- <br />-FORMULAS FOR DETERNIIUIIG TAPER LENGTH <br />- uHnT lsr . n+w <br />as nHw roPE L=T'fs <br />WHERE; L. TAPER LENGTH IN METERS (FEET( <br />1Y= WIDTH OF OFFSET IN METERS (FEET) <br />S- POSTED SPEED LIMIT, OR OFF-PEAK <br />E 5N{ PfkCEHTILE 5FFE0 PRIOR TO WORK <br />STARTING, OR THEMOICIPATED DPERATHIG <br />SPEED III KFIIH N IPH <br />CITY OF: SAN JOAQUIN <br />TRAFFIC CONTROL PLAN � �o�EMBER as„Ee�V <br />PLANS ACCEPTED BY; CHC Consulting <br />1845 W. Orangewood Ave., Suite 300, Orange, CA 92868 <br />DATE (949) 250-001)4 / FAX (949) 250-0006 <br />R.C.E. PLANS PREPARED BY: <br />NAME: MOHIT BHAGAT <br />EXP. DATE <br />PHONE: (949) 250 QD04 <br />._._�_ nn ns 0 __ <br />nlrA - <br />