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SIGN LEGEND <br />WORK CLOSED DETOUR RIGHT LAN LEFT LAN CENTER IKELAN LANE 811(E ONE LANE PREBE <br />AHEAD AHEAD AHEAD CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED AHEAD TOE <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(R) C30 (CA) C30(BIKE) W20-4 W3-4 <br />W4-2 L) <br />RAMP ? NARROW ROAD>< � y<#> <br /><4> <br />ALHEAD 3rJ LANE NARROWS <br />> < <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 SHOULDER SHOULDER <br />WORK CLO AD 1C��SF,Q CLOSED <br />rI 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 RIGHBTNRI UNE <br />MUST MUST TO STM E ANY USE <br />TURN RIGHT TURN LEFT CLOSED CLOSED THRD TRAFFIC YiELnrO RiKEs ROAD LL IMI <br />R3 -7(R) R3-7 L R11-2 R11-2 R11-4 R4-4 W16-11* R4-11 <br />SIDEWALK 9°°E"xilriotl0g° mewlX ansm 9°L"'"K LTDSED ENO <br />CLOSED aross~irleE usE Dnfnn~fn soE ROAD WORK <br />R9-9 R9 -11(L) R9-11a(L) R9-10 G20-2 W1 -6(R) W1-7 <br />R9-11 R R9 -11a R W1 -6(L) <br />DO NOT <br />STOP <br />ON <br />TRACKS <br />BUSES Ky nLEFr <br />r•� �• [2' RIGHT NLY <br />SP R4 -7a R4 -8a R3-6 R) R4-7 R4-8 R3 -5R R608 CA) <br />R3 -6(L) <br />D END D ©a� <br />DETOUR DETOUR <br />DETOUR oN REO aN Rm <br />SC3 (CA) 9 <br />M4 -8a M4 -9(L)) M4-10 L <br />M4 -9(R) M4-10�R; R13A R138 <br />M4-9 S <br />R8-8 SYMBOL LEGEND <br />OB LOCATION: 0 <br />2382 WATERLOO FROM: CHANNELIZING CHANNELIZING TYPE I BARRICADE EXISTING SIGN SIGNALIZED <br />RD. To: DEVICE/CONE DEVICE W/ SIGN W/ SIGN INTERSECTION <br />IEGIN CROSS STREET: END CROSS STREET:T.A.T. <br />TYPE III TYPE II HIGH LEVEL FLASHING AWAY <br />TOW AWAY NO <br />BARRICADE BARRICADE WARNING DEVICE ARROWBOARD STOPPING <br />W/SIGN(TH x 4'W) W/SIGN(TH x 21W) ANYTIME <br />N WILLIAMS ST. NEWTON RD. <br />TYPE III TYPE II CERTIFIED PORTABLE TOW AWAY NO <br />BARRICADE BARRICADE FLAGGER FLASHING BEACON STOPPING <br />ERMIT NUMBER: THOMAS GUIDE: se cons <br />AERIAL CABLE SPLICE BOX EXISTING EXISTING CHANGEABLE <br />STRIPING - STRIPING MESSAGE SIGN <br />DOUBLE YELLOW (CMS) <br />(COPE OF WORK: TRENCHING HAND HOLE BORE PIT POWER POLE MANHOLE <br />MANHOLE , SB & PB ACCESS <br />EXISTING 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 />VARIES VARIES VARIES VARIES 250 FT. <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 />S. 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 />20 <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 2S 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 <br />1,500 FEET <br />2,640 FEET <br />UPSTREAM F0.0M THE TTC ZONE.) <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 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 />' POSTED SPEED, OFF-PEAK 8STH-PERCENTILE SPEED PRIOR TO <br />WORK STARING OR THE ANTICIPATED OPERATING SPEED IN MPH <br />MEN <br />SPEED' <br />(MPH) <br />DISTANCE <br />(FT) <br />20 <br />11$ <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 />SPEED' <br />(MPH) <br />DISTANCE <br />(FT) <br />20 <br />11$ <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 />6 <br />645 <br />70 <br />730 <br />7 <br />aza <br />PLANS ACCEPTED BY: <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 />DATE <br />CRITERIA FOR POSITION, LOCATION, AND USE OF TRAFFIC CONTROL DEVICES IS SOLELY FOR R.C.E. <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 />EXP. <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: JAI PRABHAT <br />PHONE; (949) 250-0004 <br />TABLE 6C-3 2014 CALIFORNIA MUTCD- <br />-TAPER LENGTH CRRERIA FOR <br />TEMPORARY TRAFFIC CONTROL 20NE- <br />TYPE OF TAPER TAPER LENGTH (L)' <br />MERGING TAPER AT LFASLL <br />SHIFTING TAPER AT LEAST D.SL <br />SHOULDER TAPER AT LEAST D.33L <br />-• u MFr <br />�� <br />FT MINIMU10DMAXIMUM <br />NE DOWNSTREAM TA PER 1DDFTMAXIMUM <br />-TABLE 6C-4 2014 CALIFORNIA MUTCD- <br />-FORMULAS FOR DETERMINING TAPER LENGTH- <br />ELDUMMORse r.LeRWrrerNw <br />+sj <br />WHERE: L= TAPER LENGTH IN METERS (FEET) <br />W= WIDTH OF OFFSET IN METERS (FEET) <br />5= POSTED SPEED DMIi, OR OFF-PEAK <br />85TH -PERCENTILE SPEED PRIOR TO WORK <br />STARTING, OR THE ANTICIPATED OPERATING <br />SPEED IN KM/H (MPH <br />OB <br />NUMBER A0IPATY <br />SCALE: N/A <br />PAGE COVER SHEET <br />California <br />-TABLE 6C-4 2014 CALIFORNIA MUTCD- <br />-FORMULAS FOR DETERMINING TAPER LENGTH- <br />ELDUMMORse r.LeRWrrerNw <br />+sj <br />WHERE: L= TAPER LENGTH IN METERS (FEET) <br />W= WIDTH OF OFFSET IN METERS (FEET) <br />5= POSTED SPEED DMIi, OR OFF-PEAK <br />85TH -PERCENTILE SPEED PRIOR TO WORK <br />STARTING, OR THE ANTICIPATED OPERATING <br />SPEED IN KM/H (MPH <br />OB <br />NUMBER A0IPATY <br />SCALE: N/A <br />PAGE COVER SHEET <br />California <br />WHERE: L= TAPER LENGTH IN METERS (FEET) <br />W= WIDTH OF OFFSET IN METERS (FEET) <br />5= POSTED SPEED DMIi, OR OFF-PEAK <br />85TH -PERCENTILE SPEED PRIOR TO WORK <br />STARTING, OR THE ANTICIPATED OPERATING <br />SPEED IN KM/H (MPH <br />OB <br />NUMBER A0IPATY <br />SCALE: N/A <br />PAGE COVER SHEET <br />California <br />