|
SIGN LEGEND
<br />WORK CLOSED DETOUR RIGHT LAN LEFI LAN CLANER IKE LAN<(,I
<br />l LANE LANE 0 D E PR ABED
<br />AHEAD AHEAD AHEAD CLOSED CLOSED CLOSED CLOSED 11 CLOSED CLOSED pH�(p ro sroP
<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 ROAD � y � OPEN
<br />sP®
<br />ALHEAD 35 )ANE NARROws <#>
<br />TRENCH
<br />111!20-3 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 />SHOULDER SHOULDER SCLIU ER SHOULDER . YIELD • • •
<br />WORK
<br />CLOSEDAHEAD 100 CLOSEDLW LW L w ® ® , LQ
<br />R3-1 R3-2 R3-4 R3-18 115-6 R9-3
<br />µr21-5 W21-5bR W21 -5b C30A R1-1 R1-2 R5-1 SLOW PADDLE
<br />RIGHT LANE
<br />MUST
<br />TURN RIGHT
<br />nJ—/(r<)
<br />DISTANCE BETWEEN SIGNS**
<br />LEFT LANE
<br />MUST
<br />TURN LEFT
<br />A
<br />ROAD
<br />CLOSED
<br />R9-11
<br />RAMP
<br />CLOSED
<br />R9 -11a
<br />ROAD CLOSED
<br />TORIGHT
<br />THRU TRAFFIC
<br />R
<br />BEGIN
<br />T`UIRtI LAilE
<br />rIELOroaiNEs
<br />250 FEET
<br />SHARE
<br />ROAD
<br />GSE
<br />LLY IAR
<br />uReAN - MORE THAN 40 MPHA.'
<br />350 FEET
<br />350 FEET
<br />KJ—/(L) R11-2 Rit-2 R11-4
<br />R9-9 R9 -11(L) G20-2
<br />DISTANCE BETWEEN SIGNS**
<br />R9-11a(L)
<br />A
<br />Rs -10
<br />R9-11
<br />R
<br />R9 -11a
<br />100 FEET
<br />R
<br />DO NOT
<br />STOP
<br />ON
<br />TRACKS
<br />T
<br />3816 HUBBARD
<br />RD.
<br />ROM:
<br />CHERRYLAND AVE.) WILCOX RD.
<br />AERIAL ,STRAND , GB &ANCHOR
<br />PLACEMENT
<br />TART DATE: IEND DATE:
<br />PERMIT WORK EXTENSIONS MUST BE OBTAINED
<br />END OF PERMIT DATE
<br />BUSES KEEP KEEP
<br />ONLY � �
<br />RIGHT LEFT
<br />R4-4 W76 -1P R4-11 SP
<br />R4 -7a R4 -8a
<br />R3-6
<br />R3-6OLIN L
<br />(R) R4-7 R4-8 R3 -5R RIS CA
<br />L
<br />DETOUR
<br />©© DETOUR DETOUR MDETOUR
<br />W1 -6(R) W1-7 SC3 (CA) M4 -8a M4-10 L RED
<br />4-s(L)
<br />W1 -6(L) M4 -9(R; M4-10 R R13A R13B
<br />M4-9 S
<br />SYMBOL LEGEND
<br />D D D
<br />NTRACTOR SHALL NOTIFY ALL LOCAL BUSINESS OWNERS/OCCUPANTS 72 HOURS IN ADVANCE
<br />CHANNELIZING CHANNELIZING TYPE I BARRICADE EXISTING SIGN SIGNALIZED
<br />DEVICE/CONE DEVICE W/ SIGN W/ SIGN INTERSECTION
<br />-I 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 />TYPE III TYPE IF 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 />0
<br />EXISTING WORK ZONE DIRECTION OF EXISTING LANE WORK VEHICLE
<br />DRIVEWAY (ACTIVITY AREA) TRAVEL FLOW STRIPING
<br />POSTED SPEED APPROACH I TAPER I CONE SIGN
<br />LIMIT I SPEED LENGTH SPACING SPACING
<br />VARIES I VARIES I VARIES I 40 FT. I 250 FT.
<br />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 />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. COPRIOR TO ANY CONSTRUCTION ADJACENT TO BUSINESSES.
<br />-TABLE 6C-1 2014 CALIFORNIA MUTCD-
<br />-RECOMMENDED ADVANCE WARNING SIGN SPACING -
<br />ROAD TYPE
<br />THE COLUI4fl HEADING A, B, AND C ARE THE DIMENSIONS SHOWN Ifl FIGURES 6H-1 THROUGH 6H�46.
<br />THE A DIIIEIISION IS THE DISTANCE FROI4 THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST
<br />SIGN. TME B DIMFNSIOfI IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION
<br />IS THE OISTAIICE BETWEEN THE SECOND AND THIRD SIGI1. (THE FIRST SIGH" IS THE SIGN IN A
<br />THREE -SIGN SERIES THAT IS CLOSEST TO TTC ZONE. THE "THIRD SIGN" [S THE SIGH THAT IS FURTHEST
<br />UPSTRFAII
<br />DISTANCE BETWEEN SIGNS**
<br />20
<br />A
<br />8
<br />C
<br />uaeAN - 2E MPH OR LESS* ^
<br />100 FEET
<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. COPRIOR TO ANY CONSTRUCTION ADJACENT TO BUSINESSES.
<br />-TABLE 6C-1 2014 CALIFORNIA MUTCD-
<br />-RECOMMENDED ADVANCE WARNING SIGN SPACING -
<br />ROAD TYPE
<br />THE COLUI4fl HEADING A, B, AND C ARE THE DIMENSIONS SHOWN Ifl FIGURES 6H-1 THROUGH 6H�46.
<br />THE A DIIIEIISION IS THE DISTANCE FROI4 THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST
<br />SIGN. TME B DIMFNSIOfI IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION
<br />IS THE OISTAIICE BETWEEN THE SECOND AND THIRD SIGI1. (THE FIRST SIGH" IS THE SIGN IN A
<br />THREE -SIGN SERIES THAT IS CLOSEST TO TTC ZONE. THE "THIRD SIGN" [S THE SIGH THAT IS FURTHEST
<br />UPSTRFAII
<br />DISTANCE BETWEEN SIGNS**
<br />20
<br />A
<br />8
<br />C
<br />uaeAN - 2E MPH OR LESS* ^
<br />100 FEET
<br />100 FEET
<br />100 FEET
<br />URHAN -MORE THAN 25 MPH TO 40 MPH""
<br />250 FEET
<br />250 FEET
<br />250 FEET
<br />uReAN - MORE THAN 40 MPHA.'
<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 FEE T
<br />FROM THE TUC T, OFF)
<br />POSTED SPEED LIG S OFF-PEAK 85TH -PERCENTILE SPEED PRIOR TO WORK STARTING, OR OTHER
<br />ANTICIPATED OPERATING SPEED IN MPH
<br />-TABLE 6C-2 2014 CALIFORNIA MUTCD-
<br />)PPING SIGHT D[STAIJCE AS A FUNCIIOIJ OF SPEED ON LEVEL ROt
<br />(USED AS SUGGESTED LONGITUDINAL BUFFER SPACE LENGTH OR
<br />LOCATION FOR FLAGGER STATION)
<br />SPEED`
<br />(MPH)
<br />`POSTED SPEED, OFF-PEAK 65TH-
<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 />PERCENTILE SPEED PRIOR TO
<br />WORK STARIf1G OR THE ANTICIPATED OPFRATIIIG SPEED IN MPH
<br />-TABLE 6C-3 2014 CALIFORNIA hIUTCD-
<br />-TAPER LENGTH C0.ITERIA FOR
<br />TEh1PORARY TRAFFlC CONTROL 20NEAT LEAST 0. 5 1
<br />-
<br />TYPE OF TAPER TAPER LENGTH (L)`
<br />PIE0.GING TAPER
<br />AT LEAST
<br />-FORFIUTAS FOR DETERMINING
<br />T
<br />SHIFTING TAPER
<br />--
<br />SHOULDER TAPER
<br />AT LEAST 0 33 IT
<br />E oFTIC TAFER
<br />s
<br />p01VfISTREAPI TAPE0.
<br />TAPER LENGTH-
<br />- EED uaT Is
<br />WHERE: L= TAPER LENGTH IN FIETERS (FEET)
<br />W= WIDTH OF OFFSET IN 14ETERS
<br />T
<br />--
<br />5
<br />(FEET)
<br />5= POSTED SPEED LIMIT, OR OFF-PEAK
<br />05TH -PERCENTILE SPEED PRIOR TO WORK
<br />STARTING, OR THE ANTICIPATED OPERATING
<br />SPEED [N KI•f/N (hIPH
<br />COUNTY OF: SAN JOAQUIN
<br />PLANS ACCEPTED BY:
<br />NOTHING CONTAINED ON THIS DRAWING SHALL PREVENT LOCAL JURISDICTIONS FROM
<br />MODIFYING, CHANGING, OR ADOPTING NEW SPECIFICATIONS DEEMED NECESSARY.
<br />DATE
<br />CRITERIA FOR POSITION, LOCATION, AND USE OF TRAFFIC CONTROL DEVICES IS SOLELY FOR R.C.E.
<br />THE
<br />OB NUMBER
<br />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. DATE
<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; JAI PRABHAT
<br />PHONE; (949)250-0004
<br />A01N6EA
<br />SCALE: N/A
<br />PAGE: COVER SHEET
<br />ca 'o OTINds
<br />
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