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TRAFFIC CONTROL PLAN <br />PLANS ACCEPTED BY: <br />DATE <br />R.C.E. <br />EXP. DATE <br />POSTED SPEED <br />LIMIT <br />APPROACH <br />SPEED <br />TAPER <br />LENGTH <br />CONE <br />SPACING <br />SIGN <br />SPACING <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 />PERMIT WORK EXTENSIONS MUST BE OBTAINED BY THE <br />END OF PERMIT DATE <br />California <br />at t& <br />JOB LOCATION: <br />SCALE: N/A <br />PAGE: COVER SHEET <br />WORK HOURS: <br />BEGIN CROSS STREET: END CROSS STREET: <br />PERMIT NUMBER:THOMAS GUIDE: <br />SCOPE OF WORK: <br />START DATE:END DATE: <br />PLANS PREPARED BY: <br />NAME: <br />PHONE: <br />DATE: REVISION DATE: <br /> CHC Consulting <br />SIGN LEGEND <br />35 <br />STOP <br />DO NOT <br />ON <br />TRACKS <br />MUSTLEFT LANE <br />TURN LEFTMUSTRIGHT LANE <br />TURN RIGHT <br />YIELD <br />RIGHT TURN LANEBEGIN <br />YIELD TO BIKES <br />CHANNELIZING <br />DEVICE/CONE <br />SYMBOL LEGEND <br />CMS <br />MH <br />CHANNELIZING <br />DEVICE W/ SIGN <br />TYPE I BARRICADE <br />W/ SIGN <br />EXISTING SIGN SIGNALIZED <br />INTERSECTION <br />TYPE IIIBARRICADEW/SIGN(5'H x 4'W) <br />HIGH LEVEL <br />WARNING DEVICE <br />FLASHING <br />ARROWBOARD <br />TOW AWAY NOSTOPPINGANYTIME <br />PORTABLE <br />FLASHING BEACON <br />CERTIFIED <br />FLAGGER <br />AERIAL CABLE EXISTING <br />STRIPING <br />CHANGEABLEMESSAGE SIGN(CMS) <br />TRENCHING HAND HOLE BORE PIT POWER POLE MANHOLE <br />EXISTING <br />DRIVEWAY <br />WORK ZONE <br />(ACTIVITY AREA) <br />WORK VEHICLEDIRECTION OF <br />TRAVEL <br />EXISTING LANE <br />FLOW STRIPING <br />TYPE IIBARRICADEW/SIGN(3'H x 2'W) <br />T.A.N.S.A.T. <br />TYPE IIIBARRICADE TYPE IIBARRICADE <br />T.A.N.S. <br />TOW AWAY NOSTOPPING <br />EXISTINGSTRIPING -DOUBLE YELLOW <br />SPLICE BOX <br />FROM: <br />TO: <br /> GENERAL TRAFFIC CONTROL NOTES: <br />-TABLE 6C-1 2014 CALIFORNIA MUTCD- <br />-RECOMMENDED ADVANCE WARNING SIGN SPACING- <br />100 FEET <br />350 FEET <br />500 FEET <br />1,000 FEET <br />A <br />DISTANCE BETWEEN SIGNS**ROAD TYPE <br />URBAN - 25 MPH OR LESS*** <br />URBAN - MORE THAN 25 MPH TO 40 MPH*** <br />RURAL <br />EXPRESSWAY/FREEWAY <br />** THE COLUMN HEADING A, B, AND C ARE THE DIMENSIONS SHOWN IN FIGURES 6H-1 THROUGH 6H-46.THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRSTSIGN. 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 "FIRST SIGN" IS THE SIGN IN ATHREE-SIGN SERIES THAT IS CLOSEST TO TTC ZONE. THE "THIRD SIGN" IS THE SIGN THAT IS FURTHESTUPSTREAM FROM THE TTC ZONE.) <br />URBAN - MORE THAN 40 MPH*** <br />250 FEET <br />B C <br />100 FEET <br />350 FEET <br />500 FEET <br />1,500 FEET <br />250 FEET <br />100 FEET <br />350 FEET <br />500 FEET <br />2,640 FEET <br />250 FEET <br />*** POSTED SPEED LIMIT, OFF-PEAK 85TH-PERCENTILE SPEED PRIOR TO WORK STARTING, OR OTHER <br />ANTICIPATED OPERATING SPEED IN MPH <br />-TABLE 6C-3 2014 CALIFORNIA MUTCD- <br />-TAPER LENGTH CRITERIA FOR <br />TEMPORARY TRAFFIC CONTROL ZONE- <br />TYPE OF TAPER <br />AT LEAST L <br />50FT MINIMUM, 100FT MAXIMUM <br />MERGING TAPER <br />-TABLE 6C-4 2014 CALIFORNIA MUTCD- <br />-FORMULAS FOR DETERMINING TAPER LENGTH- <br />L=WS2 <br />60 <br />L=WS <br />40 MPH OR LESS <br />45 MPH OR MORE <br />SPEED LIMIT (S)TAPER LENGTH (L)FEET <br />WHERE: L= TAPER LENGTH IN METERS (FEET) <br />W= WIDTH OF OFFSET IN METERS (FEET) <br />S= POSTED SPEED LIMIT, OR OFF-PEAK <br />85TH-PERCENTILE SPEED PRIOR TO WORK <br />STARTING, OR THE ANTICIPATED OPERATING <br />SPEED IN KM/H (MPH <br />SHIFTING TAPER <br />SHOULDER TAPER <br />ONE LANE, TWO-WAY TRAFFIC TAPER <br />DOWNSTREAM TAPER <br />TAPER LENGTH (L)* <br />AT LEAST 0.5 L <br />AT LEAST 0.33 L <br />50FT MINIMUM, 100FT MAXIMUM <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 />115 <br />155 <br />200 <br />250 <br />305 <br />360 <br />425 <br />495 <br />570645 <br />730 <br />820 <br />DISTANCE <br />(FT) <br />20 <br />25 <br />30 <br />35 <br />40 <br />45 <br />50 <br />55 <br />6065 <br />70 <br />75 <br />SPEED* <br />(MPH) <br />* POSTED SPEED, OFF-PEAK 85TH-PERCENTILE SPEED PRIOR TO <br />WORK STARING OR THE ANTICIPATED OPERATING SPEED IN MPH <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 />JOB NUMBER ___________A02A3W6 <br />MH & POLE ACCESS <br />GILCHRIST AVE. <br />VARIES <br />AKASH PARMAR <br />(949) 250-000402-07-22 N/A <br />VARIES VARIES VARIES VARIES <br />N BROADWAY <br />AVE. <br />2806 WATERLOO <br />RD. <br />COUNTY OF: SAN JOAQUIN