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SIGN LEGEND <br />ROAD ROAD CENIER BIKE BE <br />WORK CLOSED DETOUR RIGHT LAN LEFT LAN UNE BIKE LAN LANE LANE ONRO DNE PREPARED <br />AHEAD AHEAD AHEAD CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED AHEAD TO ST <br />OP <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 <4> <br />��CLOSEDLANE <*> TRENCH <br />AHEAD 35 <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 SHOLULED�ER SHOULDER ' <br />WORK ALHEA� 100 Ff CLOSED O ® ® om , LD <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 />MUST <br />TURN RIGHT11 <br />R3 -7(R) <br />LEFT LANE <br />MUST <br />TURN LEFT <br />A <br />ROAD l <br />CLOSED <br />C <br />RAMP <br />CLOSED <br />100 FEET <br />ROAD CLOSED <br />TD <br />THRU TRAFFIC <br />100 FEET <br />ftIG BTEuRIN UNE <br />YIELD TO BINES <br />250 FEET <br />SHARE <br />TME <br />ROAD <br />250 FEET <br />MAY USE <br />LL LAN <br />350 FEET <br />K3—/(L) R11-2 R11-2 R11-4 <br />CLOSED HDPO55 � pias=cRoss � useuse m~xIn soe9� ROD WORK <br />R9-9 R9 -11(L) R9-1la(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 />JOB LOCATION: WORK HOURS: <br />24801 S LAM M ERS FROM: <br />RD . TO: <br />DC <br />CAPITAL PARK DR.I REDBRIDGE RD <br />TW <br />OF WORK: <br />BUSES KEEP KEEP <br />ONLY y �� <br />RIGHT LEFT •� �' L]LONLY <br />Ra—a W16 -1P Ra-tt SP R3 -6(R) R4-7 R4-8 R3 -5R R60B(CA) <br />R4 -7a R4 -Ba R3-6 L <br />- DETOUR ©a a <br />©© tDETOUR END � DETOUR <br />DETOUR ON Rm ON Rm <br />W1 6(R) Wi-7 SC3 (CA) M4 -8a M4-9 L) M4-10 L <br />W1 -6(L) M4 —9(R) M4-to�R; R13A R13B <br />M4-9 S <br />SYMBOL LEGEND <br />0 0 0 <br />CHANNELIZING CHANNELIZING TYPE 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(S'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 />■ ■ � 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 />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 />B. 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 />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, e, AND CARE THE DIMENSIONS SHOWN IN FIGURES 6H-1 THROUGH 6H-46. <br />THE A DIhIENS10N IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE MAST <br />SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION <br />IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGH. (THE "FlRST SIGN' IS THE SIGN IN A <br />THREE -SIGN SERIES THAT IS CLOSEST TO TTC ZONE. THE 'THIRD SIGN' IS THE SIGN THAT IS FURTHEST <br />DISTANCE BETWEEN SIGNS** <br />OF SPEED <br />BUFFER <br />STATION) <br />A <br />6 <br />C <br />U0.BAN - 2S 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 <br />1,500 FEET <br />2,640 FEET <br />UPSTREAM FROM THE TMC ZONE.) <br />`•• POSTED SPEED INH R, 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 FTJNRION <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 />3 0 <br />50 <br />425 <br />55 <br />495 <br />60 <br />570 <br />4 <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 />3 0 <br />50 <br />425 <br />55 <br />495 <br />60 <br />570 <br />4 <br />70 <br />730 <br />75 <br />820 <br />TABLE 6C-3 2014 CALIFORNIA MUTCD- <br />-TAPER LENGTH CRITERIA FOR <br />TEhIPORARY TRAFFIC CONTROL ZONEAT LEAST 0.5 L <br />- <br />TYPE OF TAPER <br />TAPER LENGTH (L)* <br />MERGING TAPER <br />AT LEfsTt <br />SHIFTING TAPE0. <br />SHOULDER TAP ER <br />AT LEAST 0.731 <br />ar£IANE, NIaWAY TPAFFICTAPER <br />SOFTHINIHVN, 100FTHAXIHUN <br />DOWNSTREAM PER <br />-FORMULAS fOR DETERMINING TAPER LENGTHI= W52 <br />- <br />EEn <br />S <br />WHERE: L= TAPER LENGTH IN METERS (FEET) <br />W= WIDTH OF OFFSET IN METERS (FEET) <br />5= POSTED SPEED DhIIT, OR OFF-PEAK <br />BSTH-PERCENTILE SPEED PRIOR TO WORK <br />STA0.TING, OR THE ANnCIPATED OPERATING <br />SPEED IN KM/H (MPH <br />MH ACCESS � � a ®� COUNTY OF :SAN JOAQUIN <br />EXISTING WORK ZONE DIRECTION OF EXISTING LANE WORK VEHICLE <br />DRIVEWAY (ACTIVITY AREA) TRAVEL FLOW STRIPING <br />START DATE: END DATE: POSTED SPEED APPROACH TAPER CONE SIGN PLAN JOB NUMBER A0IKQHH <br />LIMIT SPEED LENGTH SPACING SPACING TRAFFIC C <br />6/11/19 9/11/19 45 MPH 45 MPH 180 FT 45 FT 350 FT SCALE: N/A <br />PAGE: COVER SHEET <br />TRAFFIC CONTROL PLAN DISCLOSURE: PLANS ACCEPTED BY: <br />PERMIT WORK EXTENSIONS MUST BE OBTAINED BY THE CHC Consulting <br />NOTHING CONTAINED ON THIS DRAWING SHALL PREVENT NS DEEMED NECESSARY, <br />FROM ���� <br />END OF PERMIT DATE MODIFYING, CHANGING, OR ADOPTING NEW SPECIFICATIONS DEEMED NECESSARY. DATE 1845 W. Orangewood Ave., Suite 300, Orange, CA 92868 <br />(949) 250-0004 / FAX (949) 250-0006 <br />CRITERIA FOR POSITION, LOCATION, AND USE OF TRAFFIC CONTROL DEVICES IS SOLELY FOR R.C.E. PLANS PREPARED BY: oca <br />THEPURPOSE OF GUIDANCE TO ASSIST IN THE SET UP OF THE TRAFFIC CONTROL PLANS. NAME: PULKIT .JOLLY 909011 UUa <br />APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN OFFICIAL PERMIT, CONTACT THE AGENCY EXP. DATE PHONE: (949) <br />FOR INFORMATION ON OBTAINING A PERMIT. DATE: 04-24-19 REVISION DATE: N/A <br />