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SIGN LEGEND <br />ROAD ROAD CENTER BE <br />DETOUR IGHT IAN LEFT LAN <IKELAN LANE BIKE ONE LANEWORK CLOSED AHEAD CLOSED CLOSED CLOSED SED CLOSED LANE ROAD PREPARED <br />AHEAD AHEAD AHEAD AHEAD AHEAD EAD CLOSED AHEAD To STOP <br />W20-1 W20-3 W20-2 C20(CA)(R) C20(CA)(L) W9-3 C20(CA)(BIKE) W4 -2(R) Cao (CA) C30(8IKE) W20-4 W3-4 <br />W4-2 L) <br />RAMP ♦ NARROW ROAD <br />AHEAD 35 LANE NARROWS <*> < 8> < > <br /><*> <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 />W11 -4(R) <br />RIGHT RIG�T YIELD <br />SHOULDER SHOULDER SHCOLULDE�ER SHOULDER , <br />WORK CLOFS�ED 1000 Ff CLOSED O ® ® ® ® LQ <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 LEFT LANE ROAD RAMP ROAD CLOSED BEGIN SSE BUSES KEEP KEEP <br />RICHT NR LANE ( [14i]L9 <br />.��.TO 1HE MAY USE ♦�CLOSED CLOSED 7HRU TRAFFIC YIELDTO BIKES ROAD LLIAR R4-4 WROAD R4-11 T LEFT 1( <br />R11-2 R11-2 R11-4 SPCL R3 -6(R) R4-7 R4-8 R3 -5R L7J <br />CA) <br />R4 -7a R4 -8a R3-6 L <br />SIDEWALK �0�`rinp0� �""x tlDgD �°�" tlDgD END END DETOUR <br />CLOSEDa■s~i.>� amss w ug mlex ROAD WORK ©© 1 DETOUR DETOUR � 666" <br />oN RED [ON RED <br />R9-9 R9-11 L R9 -11a L R9-10 G20-2 W1 -6(R) W1-7 SC3 (CA) M4—Ba M4 9(L)) M4-10 L <br />R9 -11(R) R9—tta R W1 -6(L) M4 -9(R) M4-10�R; R13A R13B <br />DO NOT L M4-9 S <br />STOP <br />ON <br />TRACKS <br />R8 <br />OB LOCATION: WORK HOURS: SYMBOL LEGEND <br />ACAM PO RD, N • FROM: CHANNELIZING CHANNELIZING TYPE I BARRICADE EXISTING SIGN SIGNALIZED <br />99 FRONTAGE RDTO: DEVICE/CONE DEVICE W/ SIGN W/ SIGN INTERSECTION <br />IEGIN CROSS STREET: END CROSS STREET: AWAY <br />TYPE III TYPE II HIGH LEVEL FLASHING TOW AWAY NO <br />BARRICADE BARRICADE WARNING DEVICE ARROWBOARD STOPPING <br />BRANDYWINE RD, N. 99 FRONTAGE W/SIGN(5'H x 4'W) W/SIGN(3'H X 2'W) ANYTIME <br />PELTIER RD RD ACAMPO RD <br />/ TYPE III TYPE II CERTIFIED PORTABLE TOW AWAY NO <br />BARRICADE BARRICADE FLAGGER FLASHING BEACON STOPPING <br />G <br />IERMIT NUMBER: THOMAS GUIDE: <br />� . ■ � se- � � CMS <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 />POLE / SPLICE BOX ACCESS ® 0 <br />EXISTING WORK ZONE DIRECTION OF EXISTING LANE WORK VEHICLE <br />DRIVEWAY (ACTIVITY AREA) TRAVEL FLOW STRIPING <br />TART DATE: END DATE: POSTED SPEED APPROACH TAPER CONE SIGN <br />LIMIT SPEED I LENGTH SPACING SPACING <br />25/40 MPH 125/40 MPH 142/107 FTI 25/40 FT 1100/250 FT <br />TRAFFIC CONTROL PLAN DISCLOSURE: <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 />L0. 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 />L2. 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 />l6. CONSTRUCTION SIGNS SHALL NOT OBSTRUCT SIGHT VISIBILITY AT DRIVEWAYS. <br />17. CONTRACTOR SHALL NOTIFY ALL LOCAL BUSINESS OWNERS/OCCUPANTS 72 HOURS IN <br />-TABLE 6C-1 2014 CALIFORNIA MUTCD- <br />RECOMMENDED ADVANCE WARNING SIGN SPACING - <br />ROAD TYPE <br />• THE cDLUMN HEADING A, B, AND c ARE THE DIMENSIONS SHOWN IN FIGURES 6H-1 THROUGH 6H-46. <br />THE A DIMENSION Is THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST <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 SIGN. (THE "FIRST <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 />URBAI•I -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 />/ <br />1,000 FEET <br />1,500 FEET <br />2,640 FEET <br />516!1" IS THE SIGN IN A <br />THREESIGN SERIES THAT IS CLOSEST TO TTC ZONE. THE "THIRD SIGN" IS THE SIGN THAT IS FURTHEST <br />UPSTRENI FROM THE ITS ZONE.) <br />• •• PasTED SPEED INGLIMIT, OFF-PEAK 85TH -PERCENTILE SPEED PRIOR TO WORK STARTING, OR OTHER <br />ANTICIPATED OPERATING SPEED IN MPH <br />ADVANCE PRIOR TO ANY CONSTRUCTION ADJACENT TO BUSINESSES. <br />-TABLE 6C-2 2014 CALIFORNIA MUTCD- <br />JPPING SIGHT DISTANCE AS A FUNRION OF SPEED ON LEVEL RO, <br />(USED AS SUGGESTED LONGITUDIAAL BUFFER SPACE LENGTH OR <br />LOCATION FOR FIACGER STATION) <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 />4 <br />360 <br />50 <br />425 <br />55 <br />495 <br />60 <br />570 <br />4 <br />70 <br />730 <br />7 <br />820 <br />• POSTED SPEED, DFF-PEAK BSTH-PERCENTILE SPEED PRIOR TO <br />WaRK STARING OR THE ANTICIPATEL OPERATING SPEED IN MPH <br />-TABLE 6C-3 2014 CALIFORNIA MUTCD- <br />-TAPE0. LENGTH CRITERIA FOR <br />TEMPORARY TRAFFIC CONTROL20NE7T LEAST 0 �St <br />- <br />TYPE OF TAPER TAPER LENGTH (L)* <br />MERGING TAPER <br />AT LEAST <br />-TABLE 6C-4 2014 CALIFORNIA MUTCD- <br />-FORMUL45 FOR DETERMINING TAPER LENGTH- <br />lsl <br />al <br />^ousni <br />SHIFTING TAPER <br />-= <br />5 <br />SHDULDER TAPER <br />ATLEASi5a"P <br />.E APE <br />carve nvD-ciAV FEES TAPER <br />soFr wnpnwln, ,PRFr nlAxunurl <br />paWNSTREAM TA PER <br />-TABLE 6C-4 2014 CALIFORNIA MUTCD- <br />-FORMUL45 FOR DETERMINING TAPER LENGTH- <br />lsl <br />al <br />^ousni <br />-= <br />5 <br />WHERE: L= TAPER LENGTH IN METERS (FEET) <br />W= WIDTH OF OFFSET IN METERS (FEET) <br />5= POSTED SPEED LIMIT, OR OFF-PEAK <br />BSTH-PERCENTILE SPEED PRIOR i0 WORK <br />STARTING, OR THE ANTICIPATED OPERATING <br />SPEED [N KM/H (MPH <br />COUNTY OF: SAN JOAQUIN <br />TRAFFIC CONTROL PLAN JOB NUMBER A01RXX2 <br />SCALE: N/A <br />PAGE: COVER SHEET <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 <br />CHC Consulting <br />1845 W. Orangewood Ave.Suite 300POSITION, LOCATION, AND USE OF TRAFFIC CONTROL DEVICES IS SOLELY FOR R.C.E. <br />OrangeCA 92868 <br />THE PURPOSE OF GUIDANCE TO ASSIST IN THE SET UP OF THE TRAFFIC CONTROL PLANS. <br />PROVAL OF THIS PLAN DOES NOT CONSTITUTE AN OFFICIAL PERMIT, <br />CONTACT THE AGENCY <br />R INFORMATION ON OBTAINING A PERMIT. <br />EXP. DATE <br />(949) 250-0004 /FAX (949) 250-0006 <br />PLANS PREPARED BY: <br />NAME: MIKE MATHERNE <br />PHONE; (949)250-0004 <br />