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SIGN LEGEND
<br />ROAD ROAD DETOUR IGHT LAN LEFT LAN CENTER KE OL
<br />LANE BIKE ONE LANE BE
<br />WORK CLOSED LANE LANE PREPARED
<br />AHEAD AHEAD AHEAD CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED qHE p 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(R) C30 (CA) C30(6IKE) W20-4 W3-4
<br />W4-2 L
<br />RAMP ? NARROW ROAD � y<#>
<br />* OPEN
<br />AHEAD 3rj 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 />WI -4(R)
<br />RIGHT RIGHT YIELD • • L�
<br />SHOULDER SHOULDER SHOLULEDpER SHOULDER ,
<br />WORK
<br />AHEAD 1CDOO Ff
<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 SHARE ON Y KEEP KEEP
<br />RIGHT TURN LANE a LrLMUST
<br />MUST TG THE YUSEy��TURN RIGHT TURNLEFT CLOSED CLOSED THRU TRAFRC T�ELDTDH�KES ROAD LLIAH
<br />R3-7 R R3-7 L RIGHT LEFT ory
<br />R11-2 R11-2 R11-4 R4-4 W16 -1P R4-tt SPCL R4 -7a R4 -Ba R3 -6(R) R4-7 R4-8 R3 -5R R608 CA
<br />R3-6 L
<br />SIDEWALK �•ia°D� �"•" Q0� �6w• aOgD END
<br />CLOSED rnoa~i•>¢ a�oss~i•>E ROAD WORK
<br />R9-9 R9 -11(L) R9-11a(L) R9-10 G20-2 W1 -6(R)
<br />R9 -11(R) R9 -11a R W1 -6(L)
<br />DO NOT
<br />STOP
<br />ON
<br />TRACKS
<br />4228 HUBBARD
<br />RD.
<br />CHEROKEE RD
<br />BORING
<br />FROM:
<br />TO:
<br />HUBBARD RD
<br />tDETOJl END DETOUR DETOUR ��
<br />DETOUR ��
<br />W1-7 SC3 (CA) M4 -8a M4-10 L)) ON RED ON YJ
<br />RED
<br />M4—to�R) R13A R13B
<br />M4 -9(R)
<br />M4-9 S
<br />SYMBOL LEGEND
<br />0 0 0
<br />CHANNELIZING CHANNELIZING TYPE I BARRICADE EXISTING SIGN SIGNALIZED
<br />DEVICE/CONE DEVICE W/ SIGN W/ SIGN INTERSECTION
<br />TYPE In TYPE II HIGH LEVEL FLASHING TOW AWAY NO
<br />BARRICADE BARRICADE WARNING DEVICE ARROWBOARD STOPPING
<br />W/SIGN(TH 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 />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 />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 />35 MPH I 35 MPH I 85 FT I 25 FT I VARIES
<br />PERMIT WORK EXTENSIONS MUST BE OBTAINED BY THEINOTHING 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, LOCATION, AND USE OF TRAFFIC CONTROL DEVICES IS SOLELY FOR
<br />THE PURPOSE OF GUIDANCE TO ASSIST IN THE SETUP 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 />DISTANCE BETWEEN SIGNS**
<br />20
<br />A
<br />B
<br />C
<br />URBAN - 25 MPH OR LESS*w%
<br />GENERAL TRAFFIC CONTROL NOTESIII
<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 />COLUTAII HEADING A, B, AND C ARE THE DIM1IEIIS10115 SHOWN Ifl FIGURES 6H-1 THROUGH 6H-46.
<br />THE A DIMEfIifOfl Is THE DISTANCE FROI•I THE TRANSITIOlI OR POINT OF RESTRICTIOfI TO THE FIRST
<br />slGfl. THE R DIFIENSIOfI IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGHS. THE C DIMENSION
<br />IS THE DISTAIICE BETWEEN THE SECOND AND
<br />DISTANCE BETWEEN SIGNS**
<br />20
<br />A
<br />B
<br />C
<br />URBAN - 25 MPH OR LESS*w%
<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 />uaBAN -MORE THAN 4o MPH***
<br />35O 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 />THIRD SIGH. (THE "FIRST siGfl" Is THE SIGH IN A
<br />TNREE-SIGfI SERIES THAT IS CLOSEST TO TTC ZONE. THE "THIRD SIGN" IS THE SIGfI THAT IS FURTHEST
<br />UPSTREAM FROFI THE LTC ZONE.)
<br />POSTED SPEED, OFF-PEAK 85TH-PERCEIITILE SPEED PRIOR TO WORK STARTING, OR OTHER
<br />ANTICIPATED OPERATING IIIG SPEED IN MPH
<br />-TABLE 6C-2 2014 CALIFORNIA MUTCD-
<br />IPPING SIGHT DISTANCE AS A FUNCTION OF SPEED ON LEVEL RO,
<br />(USED AS SUGGESTED LONGITUDINAL BUFFER SPACE LENGTH OR
<br />LOCATION FOR FIAGGER STATION)
<br />SPEED' DISTANCE
<br />(MPH)
<br />' POSTED SPEED, OFF-PEAK BSTM-PERCEIITILE SPEED PRIOR TO
<br />WORK STARtPIG OR THE ANTICIPATED aPERATffIG SPEED IN
<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 />MPH
<br />TABLE 6C-3 2014 CALIFORNIA MUTCD-
<br />-TAPER LENGTH CRITERfA FOR
<br />TEMPORARY TRAFFIC CONTROL ZONEAT AT LEAST 0.5 L
<br />-
<br />TYPE OF TAPER
<br />-FORMULAS FOR DETERMINING TAPER LENGTH-
<br />TAPER LENGTH (L)'
<br />MERGING TAPER
<br />EAST I
<br />SHIFTIIIG TAPER
<br />SHOULDER TAPER
<br />E FIC TAPERgnu
<br />004VfISi0.EAM1l TAPER
<br />111111111M 100� 111"[111111
<br />S (FEET)
<br />W= WIDTH OF OFFSET IN METERS (FEET)
<br />5= POSTED SPEED Lit•IIT, OR OFF,PEAK
<br />BSTM-PERCENTILE SPEED PRIOR TO WORK
<br />STARTING, OR THE ANTICIPATED OPERATING
<br />SPEED IN
<br />KM/H (MPH
<br />COUNTY OF: SAN JOAQUIN
<br />TRAFFIC CONTROL PLAN p", CSCALE: N/A
<br />oVEas„EEB BER r°
<br />PLANS ACCEPTED BY:
<br />DATE
<br />R.C.E.
<br />EXP. DATE
<br />CHC Consulting
<br />1845 W. Orangewood Ave., Suite 300, Orange, CA 92868
<br />(s4s) 2so—0004 / FAx (s4s) 2so—000s
<br />PLANS PREPARED BY:
<br />NAME; TAVLEEN SINGH GORAYA
<br />PHONE; (949) 250-0004
<br />�l at&t
<br />ca 000 [Noe
<br />KM/H (MPH
<br />COUNTY OF: SAN JOAQUIN
<br />TRAFFIC CONTROL PLAN p", CSCALE: N/A
<br />oVEas„EEB BER r°
<br />PLANS ACCEPTED BY:
<br />DATE
<br />R.C.E.
<br />EXP. DATE
<br />CHC Consulting
<br />1845 W. Orangewood Ave., Suite 300, Orange, CA 92868
<br />(s4s) 2so—0004 / FAx (s4s) 2so—000s
<br />PLANS PREPARED BY:
<br />NAME; TAVLEEN SINGH GORAYA
<br />PHONE; (949) 250-0004
<br />�l at&t
<br />ca 000 [Noe
<br />
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