|
SIGN LEGEND
<br />WORK CLOSED DETOUR RIGHT UW LEFT LAN CIE <KELAN NE BE ONE IANE PREPARED
<br />AHEAD AHEAD AHEAD CNL1OEAmD C�LIOFSAEDpC SED 1� CLOSED CLOSED A♦1 To STOP
<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 J OPEN
<br />35 LANE NARROWS `
<br /><#>
<br />CN�FAD <*>
<br />TRENCH
<br />W20-3 W3-5 C12(CA) W5-1 W12-1 W6-3 Wi-4(L) W4-1 W21—t0 C9A (CA) C27(CA) W11-1
<br />W1 -4(R)
<br />SHOULDER
<br />SHOULDER 'jS ER SHOULDER 0000001 Y • • •
<br />WORK CLOSED CLOSED , k03
<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 � j
<br />r •� �•
<br />MUST MUST O TT a MAY USE ��
<br />TURN RIGHT TURN LEFT CLOSED CLOSED THRU TTHELD TD 6iNE6 RDAD TAH
<br />RIGHT LEFT a'U
<br />R3-7 R R3-7 L R11-2 R11-2 R11-4 R4-4 W16 -1P R4-11 SPCL R3 -6(R) R4-7 R4-8 R3 -5R Rfi08 CA
<br />R4-70 R4 -8a R3-6 L
<br />' • , II�I�I .. P 'E. 1
<br />R9-9 R9 -11(L) G20-2
<br />DISTANCE BETWEEN SIGNS**
<br />R9-11a(L)
<br />A
<br />R9-10
<br />R9-11
<br />R
<br />R9 -11a
<br />100 FEET
<br />R
<br />DO NOT
<br />STOP
<br />ON
<br />TRACKS
<br />©1DEf0UR END D ©�
<br />DETOUR DETOUR
<br />ON REO ON Rm
<br />W1 -6(R) W1-7 SC3 (CA) M4 -8a M4 9(L)) M4 -10(L) R13A R138
<br />W1
<br />-6(L) M4 -9(R3 M4-tO R
<br />M4-9 S
<br />R8-8
<br />©
<br />SYMBOL LEGEND
<br />OB LOCATION: WORK HOURS:
<br />W. LINNE RD, S. FROM: D
<br />CHANNELIZING CHANNELIZING TYPE BARRICADE EXISTING SIGN SIGNALIZED
<br />KAS S O N RD TO: DEVICE/CONE DEVICE W/ SIGN W/ SIGN INTERSECTION
<br />EGIN CROSS STREET: END CROSS STREET: TYPE III TYPE II HIGH LEVEL FLASHING TOW AWAY NO
<br />BANTA RD, BARRICADE BARRICADE WARNING DEVICE ARROWBOARD STOPPING
<br />S. BIRD RD, S, W/SIGN(5'H x 4'W) W/SIGN(3'H x 2'W) ANYTIME
<br />DURHAM FERRY
<br />R D GREENWOOD RD TYPE III TYPE II CERTIFIED PORTABLE TOW AWAY NO
<br />BARRICADE BARRICADE FLAGGER FLASHING BEACON STOPPING
<br />ERMIT NUMBER: THOMAS GUIDE:
<br />�■■� [ss 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 />AERIAL
<br />D OF PERMIT DATE
<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 />55 MPH I 55 MPH I 220 FT I 50 FT I 500 FT
<br />liL7_�7AV" •Iil11ldZd�7�_1Pm ]F'IyS&iY9:i�
<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 />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. 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 />THE COLUMN HEADING A, R, ANO C ARE THE DIMENSIONS SHOWN IN FIGURES fiH-t THROUGH 6H-46.
<br />THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FlRSf
<br />SIGH. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS, THE C DIMENSION
<br />IS T.E DISFANCE BETWEEN THE SECOND AND THIRD SIGN. (THE "FlRSf SIGN- IS THE SIGN IN A
<br />THREE -SIGN SERIES THAT IS CLOSEST TO TIC
<br />DISTANCE BETWEEN SIGNS**
<br />OF SPEED
<br />R TATI
<br />STATION)
<br />A
<br />B
<br />C
<br />AN - 25 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 />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 />1,000 FEET
<br />1,500 FEET
<br />2,640 FEET
<br />ZONE. THE "THIRD SIGN" IS THE SIGN THAT IS FLRTHEST
<br />UPSTREAM FROM THE TICZONE.)
<br />UM
<br />••• POSTED SPEED AMTS, OFF-PEAK BSM -PERCENTILE SPEED PRIOR TO WORK STARTING, O0. OTHER
<br />ANTICIPATED OPERATING SPEED IN MPH
<br />-TABLE 6C-2
<br />-STOPPtNG SIGHT' DISTANCE
<br />(USED AS SUGGESTED
<br />LOCATIONN
<br />• POSTED SPEED, OFF-PEAK
<br />WORK STARING OR
<br />2014 CALIFORNIA
<br />AS A FUNRION
<br />FOR LRUDINALR FIAGGER
<br />OF SPEED
<br />R TATI
<br />STATION)
<br />MUTCD-
<br />ON LEVEL ROADS
<br />SPACE IENGhI OR
<br />ON)
<br />SPEED PRIOR TO
<br />SPEED IN MPH
<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 />aB
<br />Sas
<br />45
<br />360
<br />50
<br />425
<br />55
<br />495
<br />70
<br />730
<br />7
<br />920
<br />BSM
<br />THE ANTICIPATED
<br />-PERCENTILE
<br />OPERATING
<br />-TABLE 6C-3 2014 CALIFORNIA MUTCD-
<br />-TAPEft LENGM CRITERIA FOR
<br />TEMPORARY TRAFFlC CONTROL ZONE -
<br />TYPE OF TAPER TAPER LENGTH (L)•
<br />MERGING TAPER AT LFMTL
<br />SHIFTING TAPER
<br />AT
<br />(EAST o,sL
<br />O1KnL
<br />AT IEA6T P ,l] L
<br />WAY T.A ME
<br />- a
<br />HE P 9C
<br />, IOPMIMUM
<br />SPFTNINIHUMFfAX
<br />DOWNSTREAM TA PER
<br />50FTHININUH. 100FTMAKIMUH
<br />60
<br />570
<br />6
<br />645
<br />70
<br />730
<br />7
<br />920
<br />-TABLE 6C-3 2014 CALIFORNIA MUTCD-
<br />-TAPEft LENGM CRITERIA FOR
<br />TEMPORARY TRAFFlC CONTROL ZONE -
<br />TYPE OF TAPER TAPER LENGTH (L)•
<br />MERGING TAPER AT LFMTL
<br />SHIFTING TAPER
<br />AT
<br />-FORMULAS F00. DETERMINING TAPER IFNGTH-
<br />E®unrt (sl Tuen� c,M RI
<br />Lm*
<br />(EAST o,sL
<br />O1KnL
<br />AT IEA6T P ,l] L
<br />WAY T.A ME
<br />- a
<br />HE P 9C
<br />, IOPMIMUM
<br />SPFTNINIHUMFfAX
<br />DOWNSTREAM TA PER
<br />50FTHININUH. 100FTMAKIMUH
<br />-FORMULAS F00. DETERMINING TAPER IFNGTH-
<br />E®unrt (sl Tuen� c,M RI
<br />Lm*
<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 />RSTH-PERCENTILE SPEED PRIOR TO WORK
<br />STARTING, OR THE ANTICIPATED OPERATING
<br />SPEED IN KM/H (MPH
<br />COUNTY OF: SAN JOAQUIN
<br />TRAFFIC CONTROL PLAN )OB NUMBER A01JX1H
<br />SCALE: N/A
<br />PAGE: COVER SHEET
<br />PLANS ACCEPTED BY:
<br />DATE
<br />R.C.E.
<br />EXP.
<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 />�J(�1
<br />at&t
<br />�0I1011 noa
<br />Ws
<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 />RSTH-PERCENTILE SPEED PRIOR TO WORK
<br />STARTING, OR THE ANTICIPATED OPERATING
<br />SPEED IN KM/H (MPH
<br />COUNTY OF: SAN JOAQUIN
<br />TRAFFIC CONTROL PLAN )OB NUMBER A01JX1H
<br />SCALE: N/A
<br />PAGE: COVER SHEET
<br />PLANS ACCEPTED BY:
<br />DATE
<br />R.C.E.
<br />EXP.
<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 />�J(�1
<br />at&t
<br />�0I1011 noa
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|