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SIGN LEGEND <br />ROAD ROAD CENTER BE <br />DETOUR RIGHT LAN LEFT LANE LANE BIKE LAN<!11 LANE LBAINE ONE LANE PREPARED <br />WORK CLOSED ROAD <br />AHEAD AHEAD AHEAD CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED AHEAD TO STOP <br />AHEAD AHEAD AHEAD AHEAD <br />W20-1 W20-3 W20-2 C20(CA)(R) C20(CA)(L) W9-3 C20(CA)(BIKE) W4-2(13) C30 (CA) C30(81KE) W20-4 W3-4 <br />W4 -2(L) <br />CLOSED NARROW ROAD OPEN <br />AHEAD 35 LANE NARROWS <#> <br />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 />W1 -4(R) <br />RIGHT RIGHT YIELD . • • <br />SHOULDER SHOULDER SHLOULDER SHOULDER <br />WORK CEA 10005 Ff 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 <br />DISTANCE BETWEEN SIGNS** <br />LEFT LANE <br />A <br />ROAD <br />C <br />RAMP <br />100 FEET <br />ROAD CLOSED <br />100 FEET <br />BEGIN <br />RicHr rugnl uNE <br />250 FEET <br />SHARE <br />250 FEET <br />URBAN - MORE THAN 40 MPH"•350 <br />MUST <br />TURN RIGHT <br />350 FEET <br />TURN LEFT <br />RURAL <br />CLOSED <br />500 FEET <br />CLOSED <br />I <br />TO <br />THRU TRAFFlC <br />1,500 FEET <br />nELOrDeiREs <br />TME <br />ROAD <br />NAY USE <br />LL UW <br />85TH <br />THE ANTICIPATED <br />-PERCENTILE <br />OPERATING <br />R3—/(R) R11-2 R11-2 K11-4 <br />rr r <br />DISTANCE BETWEEN SIGNS** <br />OF SPEED <br />BUFFER <br />STATION) <br />A <br />B <br />C <br />AN - 25 MPH OR LESS'•' <br />100 FEET <br />EE <br />100 FEET <br />� <br />250 FEET <br />R9-9 R9 -11(L) R9-11a(L) R9-10 G20-2 <br />R9-11 R R9 -11a R <br />DO NOT <br />STOP <br />°N NUMBER OF WORK DAYS -1 <br />TRACKS <br />R8-8 <br />15178 W SCHULTE FROM: <br />RD . TO: <br />3EGIN CROSS STREET: END CROSS STREET: <br />HANSEN RD. I S LAMMERS RD. <br />E OF <br />HH. ACCESS <br />6/11/19 � 9/11/19 <br />BUSES KEEP KEEP <br />ONLY �► nLEFT RIGHT <br />SID R4 -7a R4 -8a <br />�t. y' 1!U 0 <br />R3 -6(R) R4-7 R4-8 R3 -5R R60B(CA) <br />R3-6 L <br />END DETOUR © DETOUR © DETOUR DETOUR �♦ <br />ON RED ON RED <br />W1 6(R) W1-7 SC3 (CA) M4 8a M4 9(L)) 11 10L R13A R138 <br />W1 -6(L) M4 -9(R) M4-10�R) <br />M4-9 S <br />SYMBOL LEGEND <br />0 D D <br />CHANNELIZING CHANNELIZING TYPE I BARRICADE EXISTING SIGN SIGNALIZED <br />DEVICE/CONE DEVICE W/ SIGN W/ SIGN INTERSECTION <br />T.A.N.S.A.T. <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 <br />TOW AWAY NO <br />BARRICADE BARRICADE FLAGGER FLASHING BEACON STOPPING <br />m ■ ■ se 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 />0 F=_773EXISTING WORK ZONE DIRECTION OF EXISTING LANE WORK VEHICLE <br />DRIVEWAY (ACTIVITY AREA) TRAVEL FLOW STRIPING <br />POSTED SPEED APPROACH TAPER CONE SIGN <br />LIMIT SPEED LENGTH SPACING SPACING <br />55 MPH 55 MPH 200 FT 50 FT 500 FT <br />PERMIT WORK EXTENSIONS MUST BE OBTAINED BY THE NOTHING CONTAINED ON THIS DRAWING SHALL PREVENT LOCAL JURISDICTIONS FROM <br />END OF PERMIT DATE MODIFYING, CHANGING, OR ADOPTING NEW SPECIFICATIONS DEEMED NECESSARY. <br />CRITERIA FOR POSITION, I AND USE OF TRAFFIC CONTROL DEVICES IS SOLELV 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, <br />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 />THE COLUMN HEADING A, B. AND CARE THE DIMENSIONS SHOWN IN FIGURES BH -1 THROUGH 6H-46. <br />TME A OtMENSlON t5 THE DISTANCE FROM THETRANSITION OR POINT OF RESTRICTION TO THE F10.5T <br />SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION <br />IS TME 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 <br />DISTANCE BETWEEN SIGNS** <br />OF SPEED <br />BUFFER <br />STATION) <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 />URBAN - MORE THAN 40 MPH"•350 <br />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 <br />1,500 FEET <br />2,640 FEET <br />SIGN' IS THE SIGN THAT IS FURTHEST <br />UPSTREAM FROM THE TTCZONE.) <br />LIM <br />••• POSTED SPEED LIMB, OFF-PEAK 85TH -PERCENTILE SPEED PRIOR TO WORK STARTING, OR OTHER <br />ANTICIPATED OPERATING SPEED IN MPH <br />-TABLE 6C-2 <br />-STOPPING SIGHT DISTANCE <br />(USED AS SUGGESTED <br />LOCATION <br />• POSTED SPEED, OFF-PEAK <br />WORK STARING OR <br />2014 CALIFORNIA <br />AS A FUNCTION <br />LONGITUDINAL <br />FOR FLAGGER <br />OF SPEED <br />BUFFER <br />STATION) <br />MUTCD- <br />ON LEVEL ROADS - <br />SPACE LENGTH OR <br />SPEED PRIOR TO <br />SPEED IN MPH <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 />645 <br />70 <br />730 <br />75 <br />820 <br />85TH <br />THE ANTICIPATED <br />-PERCENTILE <br />OPERATING <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 />360 <br />50 <br />425 <br />55 <br />495 <br />60 <br />570 <br />645 <br />70 <br />730 <br />75 <br />820 <br />-TABLE 6C-3 2014 CALIFORNIA MUTCD- <br />-TAPER LENGTH CRITERIA FOR <br />TEMPORA0.Y TRAFFlC CONTROL ZONEAT L�T - <br />TYPE OF TAPER <br />TAPER LENGTH (L)' <br />FIERGING TAPER <br />AT LEASTL <br />SHIFTING TAPER <br />0.5 L <br />SHOULDER TAPER <br />I AT LEAST 0.33 L <br />OM1E AYTRAFFlC TAPBt <br />5 FT MAKIMUM <br />DOWNSTREAM TA PER <br />FTMIHIMUH, 100FTMA%IMUM <br />-TABLE 6C-4 2014 CALIFORNIA MUTCD- <br />-FORMUL45 f0R DETERMINING TAPER LENGTH- <br />®uMIT Isl <br />*waw al <br />L' 60 <br />L=YTS <br />WHERE: L= TAPER LENGTH IN METEftS (FEET) <br />W= WIDTH OF OFFSET IN METE0.5 (FEET) <br />S= POSTED SPEED LIMB, OR OFF-PEAK <br />85TH-PERCENRLE 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 PAGE: �o�ER�„E°"" <br />PLANS ACCEPTED BY: <br />R.C.E. <br />.n�rr <br />EXP. DATE <br />CHC Consulting <br />1845 W. Orangewood Ave., Suite 300, Orange, CA 92868 <br />(949) 250-0004 /FAX (949) 250-0006 <br />PLANS PREPARED BY: <br />NAME: GURKAMAL PREET SINGH <br />PHONE: (949) 250-0004250-0004 <br />'�' California <br />