SIGN LEGEND
<br />ROAD ROAD DETOUR RIGHT IAN LEFT LAN CENTER IKE LAN LANE BIKE ONE LANE BE
<br />WORK CLOSED UNE LANE PREPARED
<br />AHEAD CLOSED CLOSED CLOSED CLOSED CLOSED ROAD
<br />AHEAD AHEAD AHEAp AI{EAp AHEAp AHEAD CLOSED /d{EAp ro 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 />>*<*>< OPEN
<br />CAHEAD 35 LANE NARROWS TRENCH
<br />W20-3 W3-5 C12(CA) W5-1 W12-1 W6-3 W1 -4(L) W4-1 W21 -la 09A (CA) C27(CA) Wtt-1
<br />W1 -4(R)
<br />RIGHT RIGHT YIELD • • •
<br />< > SHOULDER SHOULDER SHCOLULED�ER SHOULDER , LO
<br />WORK
<br />CLOSED
<br />10005 Ff CLOSED
<br />R3-1 R3-2 R3-4 R3-18 R5-6 R9-3
<br />W21-5 W21-51bR W21 -5b C30A R1-1 R1-2 R5-1 SLOW PADDLE
<br />RIGHT LANE
<br />MUST
<br />TURN RIGHT
<br />LEFT LANE
<br />MUST
<br />TURN LEFT
<br />ROAD
<br />CLOSED
<br />RAMP
<br />CLOSED
<br />R
<br />ROAD CLOSED
<br />TT
<br />THRU IIWFIC
<br />RicHB TELIRIM unE
<br />YIELie
<br />D BIKES
<br />R
<br />STM E
<br />ROAD
<br />114E
<br />LL IAN
<br />rca—Ftrc) rc�-FtL.f R11-2 R11-2 Rit-4
<br />R9-9 R9 -11(L)
<br />R9-11a(L)
<br />R9-10 G20-2
<br />R9-11
<br />R
<br />R9 -11a
<br />R
<br />FROM:
<br />S. AIRPORT WAY ITo:
<br />STIMSON ST
<br />C. E. DIXON ST
<br />BUSES KEEP KEEP
<br />ONLY � �
<br />RIGHT LEFT
<br />R4-4 W16 -1P R4-11 SP
<br />R4 -7a R4 -8a
<br />R3-6 R R4-7 R4-8 R3 -5R R60B CA)
<br />R3-6�L�
<br />DETOUR
<br />©© 1 DETOUR DETOUR DETOUR
<br />W1 -6(R) Wt -7 SC3 (CA) M4 -8a ( ) M4-10 L [ON nRED [ON Rm
<br />W1 -6(L) Ma-s(R) M4-to�R� R13A R13B
<br />M4-9 S
<br />SYMBOL LEGEND
<br />D D D
<br />CHANNELIZING CHANNELIZING TYPE I BARRICADE EXISTING SIGN SIGNALIZED
<br />DEVICE/CONE DEVICE W/ SIGN W/ SIGN INTERSECTION
<br />.- - T.A.N.S.A.T.
<br />TYPE III 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 />�mm� 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 />SB #1374 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 LENGTH SPACING SPACING
<br />PERMIT WORK EXTENSIONS MUST BE OBTAINED BY
<br />END OF PERMIT DATE
<br />50 MPH I 50 MPH I N/A I 25 FT I 350 FT
<br />TRAFFIC CONTROL PLAN DISCLOSURE:
<br />NOTHING CONTAINED ON THIS DRAWING SHALL PREVENT LOCAL JURISDICTIONS FROM
<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 />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 />NTRACTOR SHALL NOTIFY ALL LOCAL BUSINESS OWNERS/OCCUPANTS 72 HOURS IN ADVANCE
<br />17. COPRIOR TO ANY CONSTRUCTION ADJACENT TO BUSINESSES.
<br />-TABLE 6C-1 2014 CALIFORNIA MUTCD-
<br />RECOMMENDED ADVANCE WARNING SIGN SPACING -
<br />ROAD
<br />TYPE DISTANCE BETWEEN SIGNS**
<br />A B C
<br />ufteAN - 25 MPH OR LESS"* 100 FEET 100 FEET 100 FEET
<br />UREIAN -MORE THAN 25 MPH TO 40 MPH*`" 250 FEET 250 FEET 250 FEET
<br />URBAN - MORE THAN 40 MPH"` 350 FEET 350 FEET 350 FEET
<br />RURAL 500 FEET 500 FEET 500 FEET
<br />EXPRESSWAY/FREEWAY 1,000 FEET 1,500 FEET 2,640 FEET
<br />COLUTAlI HEADING A, 01 Al10 C ARE THE DIMENSIONS SHOWN 1!I FIGURES 611-1 THROUGH 6H-46.
<br />THE A OIFIENSIOfI IS THE DISTANCE FROM THE TRAfI5R10N OR POINT OF RESTRICTION TO THE FIRST
<br />SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSIONIS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGN. (THE "FIRST SIGN" IS THE SIGN INA
<br />THREESIGN SERIES THAT Is CLOSEST TO TTC ZONE. THE "THIRD SIGN"
<br />IS THE SIGN THAT IS FURTHEST
<br />EDS
<br />UPGTREA!•i THE TTM ZOl
<br />OSTEO SPEED LIMIT, OFF -FF -
<br />PEAK 05TH -PERCENTILE SPEED P0.10R TO WORK STARTING, OR OTHER
<br />ANTICIPATED OPERATING SPEED IN MPH
<br />-TABLE 6C-2 2014 G7LIFORNIA MUTCD-
<br />IPPING SIGHT DISTANCE AS A FUNCTION OF SPEED ON LEVEL ROL
<br />(USED AS SUGGESTED LONGITUDINAL BUFFER SPACE LENGTH OR
<br />LOCATION FOR FLAGGER STATION)
<br />SPEED` DISTANCE
<br />(MPH) (FT)
<br />20 115
<br />25 155
<br />30 200
<br />35 250
<br />40 305
<br />4 360
<br />50 425
<br />55 495
<br />60 570
<br />4
<br />70 730
<br />7 620
<br />' POSTED SPEED, OFF-PEAK 85TH-FERCElITILE SPEED PRIOR TO
<br />WORN STARIlIG OR THE ANTICIPATED OPERATING SPEED Ifl MPH
<br />TABLE 6C-3 2(114 CALIFORNIA hIUTCD-
<br />-TAPER LENGTH CRFIERIA FOR
<br />TEIAPOItARY T0.AFFlC CONTROL ZONE -AT LEAST L
<br />TYPE OF TAPER TAPER LENGTH (L)`
<br />MERGING TAPER
<br />SHIFTING TAPER
<br />SHOULDER TAPER
<br />E
<br />wrvE, nfo-vnv moFHc TAPER
<br />nxuH
<br />wDOWlISTREArI
<br />PER
<br />-FORMULAS F00. DETERMINING TAPER LENGTH-
<br />EED urm Isl
<br />WHERE: L= TAPER LENGTH IN I•tETERS (FEET)
<br />W= WIDTH OF OFFSET IN IAETE0.5 (FEET)
<br />s= POSTED SPEED LIMIT, OR OFF-PEAK
<br />BSTH-PERCENTILE SPEED PRIOR TO WORK
<br />STARTING, OR TME ANTICIPATED OPERATING
<br />SPEED IN Krl/H (MPH
<br />COUNTY OF: SAN JOAQUIN COUNTY
<br />PLANS ACCEPTED BY:
<br />DIFYING, CHANGING, OR ADOPTING NEW SPECIFICATIONS DEEMED NECESSARY,
<br />MO
<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. DA
<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; MIKE MATHERNE
<br />PHONE; (949) 250-0004
<br />OB NUMBER A0INTTL
<br />SCALE: N/A
<br />PAGE: COVER SHEET
<br />mat&t
<br />luJ�
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<br />�loa��ll����
<br />IS THE SIGN THAT IS FURTHEST
<br />EDS
<br />UPGTREA!•i THE TTM ZOl
<br />OSTEO SPEED LIMIT, OFF -FF -
<br />PEAK 05TH -PERCENTILE SPEED P0.10R TO WORK STARTING, OR OTHER
<br />ANTICIPATED OPERATING SPEED IN MPH
<br />-TABLE 6C-2 2014 G7LIFORNIA MUTCD-
<br />IPPING SIGHT DISTANCE AS A FUNCTION OF SPEED ON LEVEL ROL
<br />(USED AS SUGGESTED LONGITUDINAL BUFFER SPACE LENGTH OR
<br />LOCATION FOR FLAGGER STATION)
<br />SPEED` DISTANCE
<br />(MPH) (FT)
<br />20 115
<br />25 155
<br />30 200
<br />35 250
<br />40 305
<br />4 360
<br />50 425
<br />55 495
<br />60 570
<br />4
<br />70 730
<br />7 620
<br />' POSTED SPEED, OFF-PEAK 85TH-FERCElITILE SPEED PRIOR TO
<br />WORN STARIlIG OR THE ANTICIPATED OPERATING SPEED Ifl MPH
<br />TABLE 6C-3 2(114 CALIFORNIA hIUTCD-
<br />-TAPER LENGTH CRFIERIA FOR
<br />TEIAPOItARY T0.AFFlC CONTROL ZONE -AT LEAST L
<br />TYPE OF TAPER TAPER LENGTH (L)`
<br />MERGING TAPER
<br />SHIFTING TAPER
<br />SHOULDER TAPER
<br />E
<br />wrvE, nfo-vnv moFHc TAPER
<br />nxuH
<br />wDOWlISTREArI
<br />PER
<br />-FORMULAS F00. DETERMINING TAPER LENGTH-
<br />EED urm Isl
<br />WHERE: L= TAPER LENGTH IN I•tETERS (FEET)
<br />W= WIDTH OF OFFSET IN IAETE0.5 (FEET)
<br />s= POSTED SPEED LIMIT, OR OFF-PEAK
<br />BSTH-PERCENTILE SPEED PRIOR TO WORK
<br />STARTING, OR TME ANTICIPATED OPERATING
<br />SPEED IN Krl/H (MPH
<br />COUNTY OF: SAN JOAQUIN COUNTY
<br />PLANS ACCEPTED BY:
<br />DIFYING, CHANGING, OR ADOPTING NEW SPECIFICATIONS DEEMED NECESSARY,
<br />MO
<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. DA
<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; MIKE MATHERNE
<br />PHONE; (949) 250-0004
<br />OB NUMBER A0INTTL
<br />SCALE: N/A
<br />PAGE: COVER SHEET
<br />mat&t
<br />luJ�
<br />(�a 'o
<br />�loa��ll����
<br />' POSTED SPEED, OFF-PEAK 85TH-FERCElITILE SPEED PRIOR TO
<br />WORN STARIlIG OR THE ANTICIPATED OPERATING SPEED Ifl MPH
<br />TABLE 6C-3 2(114 CALIFORNIA hIUTCD-
<br />-TAPER LENGTH CRFIERIA FOR
<br />TEIAPOItARY T0.AFFlC CONTROL ZONE -AT LEAST L
<br />TYPE OF TAPER TAPER LENGTH (L)`
<br />MERGING TAPER
<br />SHIFTING TAPER
<br />SHOULDER TAPER
<br />E
<br />wrvE, nfo-vnv moFHc TAPER
<br />nxuH
<br />wDOWlISTREArI
<br />PER
<br />-FORMULAS F00. DETERMINING TAPER LENGTH-
<br />EED urm Isl
<br />WHERE: L= TAPER LENGTH IN I•tETERS (FEET)
<br />W= WIDTH OF OFFSET IN IAETE0.5 (FEET)
<br />s= POSTED SPEED LIMIT, OR OFF-PEAK
<br />BSTH-PERCENTILE SPEED PRIOR TO WORK
<br />STARTING, OR TME ANTICIPATED OPERATING
<br />SPEED IN Krl/H (MPH
<br />COUNTY OF: SAN JOAQUIN COUNTY
<br />PLANS ACCEPTED BY:
<br />DIFYING, CHANGING, OR ADOPTING NEW SPECIFICATIONS DEEMED NECESSARY,
<br />MO
<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. DA
<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; MIKE MATHERNE
<br />PHONE; (949) 250-0004
<br />OB NUMBER A0INTTL
<br />SCALE: N/A
<br />PAGE: COVER SHEET
<br />mat&t
<br />luJ�
<br />(�a 'o
<br />�loa��ll����
<br />-FORMULAS F00. DETERMINING TAPER LENGTH-
<br />EED urm Isl
<br />WHERE: L= TAPER LENGTH IN I•tETERS (FEET)
<br />W= WIDTH OF OFFSET IN IAETE0.5 (FEET)
<br />s= POSTED SPEED LIMIT, OR OFF-PEAK
<br />BSTH-PERCENTILE SPEED PRIOR TO WORK
<br />STARTING, OR TME ANTICIPATED OPERATING
<br />SPEED IN Krl/H (MPH
<br />COUNTY OF: SAN JOAQUIN COUNTY
<br />PLANS ACCEPTED BY:
<br />DIFYING, CHANGING, OR ADOPTING NEW SPECIFICATIONS DEEMED NECESSARY,
<br />MO
<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. DA
<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; MIKE MATHERNE
<br />PHONE; (949) 250-0004
<br />OB NUMBER A0INTTL
<br />SCALE: N/A
<br />PAGE: COVER SHEET
<br />mat&t
<br />luJ�
<br />(�a 'o
<br />�loa��ll����
<br />WHERE: L= TAPER LENGTH IN I•tETERS (FEET)
<br />W= WIDTH OF OFFSET IN IAETE0.5 (FEET)
<br />s= POSTED SPEED LIMIT, OR OFF-PEAK
<br />BSTH-PERCENTILE SPEED PRIOR TO WORK
<br />STARTING, OR TME ANTICIPATED OPERATING
<br />SPEED IN Krl/H (MPH
<br />COUNTY OF: SAN JOAQUIN COUNTY
<br />PLANS ACCEPTED BY:
<br />DIFYING, CHANGING, OR ADOPTING NEW SPECIFICATIONS DEEMED NECESSARY,
<br />MO
<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. DA
<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; MIKE MATHERNE
<br />PHONE; (949) 250-0004
<br />OB NUMBER A0INTTL
<br />SCALE: N/A
<br />PAGE: COVER SHEET
<br />mat&t
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