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SIGN LEGEND
<br />ROAD<> ROAD CENTER LANE BIKE BE
<br />DETOUR RIGHI lAM LEFT LAN LANE KE04N <41LANE ONE LANE PREPARRED
<br />WORK CLOSED AD CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED AHS IO STOP
<br />AHEAD AHEAD 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 />CLO EDw*<
<br />4><
<br />�� *TRENCHAHEAD
<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 />SHWOOURLDKER W1 -4 ( R)
<br />OSHOU,Y •
<br />LDER
<br />CSED 000vaR3-1 R3-2 R3-4 R3-18 R5-6 R9-3
<br />W21-5 W21-5bR
<br />W21 -5b C30A R1-1 R1-2 R5-1 SLOW PADDLE
<br />RIGHT LANE
<br />R3-7 L R11-2 R11-2 R11-4
<br />LEFT LANE
<br />R R4-7
<br />ROAD
<br />R9-11
<br />RAMP
<br />R9 -11a
<br />ROAD CLOSED
<br />RIOHBr TEvFIrLANE
<br />-MORE THAN 25 MPH TO 40 MPH'""
<br />SNAI(E
<br />250 FEET
<br />MUST
<br />URBAN - MORE THAN 40 MPH***
<br />MUST
<br />350 FEET
<br />I
<br />RURAL
<br />500 FEET
<br />500 FEET
<br />TO
<br />EXPRESSWAY/FREEWAY
<br />1,000 FEET
<br />1,500 FEET
<br />WY USE
<br />TURN RIGHT
<br />TURN LEFT
<br />CLOSED
<br />CLOSED
<br />THRU TRAFFlC
<br />IELD TOBINES
<br />ROAD
<br />IS
<br />BUSES KEEP KEEP .
<br />ONLY � �
<br />1 RIGHT LEFT �
<br />R3-7 R
<br />R3-7 L R11-2 R11-2 R11-4
<br />R4-4 wtc—tP R4-11 SP CL R3-6
<br />R4 -7a R4—Ba
<br />R R4-7
<br />R9-10
<br />R9-11
<br />R3-6�L3
<br />R9 -11a
<br />R9-9 R9 -11(L)
<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 />W. LINNE RD, S.
<br />KASSON RD
<br />BANTA RD,
<br />DURHAM FERRY
<br />EXCAVATIO N
<br />PERMIT WORK EXTENS
<br />END OF PERMIT DATE
<br />FROM:
<br />TO:
<br />G20-2
<br />R4-8 R3 -5R R608 CA
<br />DETOUR DETOUR
<br />END DETOUR
<br />D © DETOUR � © LRM DN Rm
<br />W1 -6(R) W1-7 SC3 (CA) M4 -8a M4 -9(L M4 -10(L) R13A R13B
<br />W1 -6(L) M4 -9(R M4-10 R
<br />M4-9 S
<br />S. BIRD RD, S.
<br />GREENWOOD RD
<br />SYMBOL LEGEND
<br />CHANNELIZING CHANNELIZING TYPE BARRICADE EXISTING SIGN SIGNALIZED
<br />DEVICE/CONE DEVICE W/ SIGN W/ SIGN INTERSECTION
<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 />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 />® o
<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 55 MPH 220 FT 50 FT 500 FT
<br />RAFFIC CONTROL PLAN DISCLOSURE:
<br />AINED BY THE 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. Be AND C ARE THE DIMENSIONS SHOWN IN FIGURES 6H -I THROUGH 6H-46,
<br />THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST
<br />5[GFI. 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 />MUTCD-
<br />ON LEVEL ROADS
<br />SPACE IENGRi OR
<br />SPEED PRIOR TO
<br />SPEED IN MPH
<br />A
<br />B
<br />C
<br />AN — 25 MPH OR LESS***
<br />100 FEET
<br />100 FEET
<br />100 FEET
<br />eeeeURBAN
<br />-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 />SIGN" IS THE SIGN IN A
<br />THREE -SIGN SERIES THAT IS CLOSEST TO TTC TONE. THE "THIRD SIGN" IS THE SIGN THAT IS NRTHEST
<br />UPSTPEAM FROM THE TTC TONE.)
<br />••• POSTE* SPEED DMR, OFF-PEAK BSTH-PERCENTILE SPEED PRIOR TO WORK STARLING, O0. OTHER
<br />ANTICIPATED OPERATING SPEED IN MPH
<br />-TABLE 6C-2 2014 CALIFORNIA
<br />-STOPPING SIGHT DISTANCE AS A NNCIION
<br />(USED AS SUGGESTED LONGINDINAI
<br />LOCATION FOR FIAGGER
<br />SPEED"
<br />(MPH)
<br />20
<br />25
<br />30
<br />35
<br />40
<br />45
<br />50
<br />55
<br />60
<br />70
<br />* POSTED SPEED, OFFPEAK BSTH-PERCENTILE
<br />WORK STARING OR THE ANTICIPATED
<br />OF SPEED
<br />BUFFER
<br />STATION)
<br />MUTCD-
<br />ON LEVEL ROADS
<br />SPACE IENGRi OR
<br />SPEED PRIOR TO
<br />SPEED IN MPH
<br />DISTANCE
<br />(FT)
<br />115
<br />15
<br />200
<br />250
<br />305
<br />360
<br />425
<br />495
<br />570
<br />645
<br />730
<br />820
<br />OPERATING
<br />,at&t
<br />ca�9IJOII H
<br />r B �cmw
<br />SHIFTING TAPER
<br />AT LEAST O,sL
<br />SHOULDER TAPER
<br />TLVST o,ITL
<br />NE -
<br />ININNM, LoOFT H"IHOH
<br />DDWNGTREAM TA PER
<br />50FTMINIMUH, L00Ff H"IMNH
<br />7
<br />-TABLE 6C-3 2014 CALIFORNIA MUTCD-
<br />-TAPE0. LENGTH CRITERIA FOR
<br />TEMPORARY TRAFFIC CONTROL 20NE-
<br />TYPE OF TAPER TAPER LENGTH (L)*
<br />MERGING TAPER AT LEAST
<br />-TABLE 6C-4 2014 CALIFORNIA MUTCD-
<br />-FORMULAS FOR DETERMINING TAPER LENGTH-
<br />r B �cmw
<br />SHIFTING TAPER
<br />AT LEAST O,sL
<br />SHOULDER TAPER
<br />TLVST o,ITL
<br />NE -
<br />ININNM, LoOFT H"IHOH
<br />DDWNGTREAM TA PER
<br />50FTMINIMUH, L00Ff H"IMNH
<br />lsl
<br />r B �cmw
<br />us
<br />WHERE: L= TAPER LENGTH IN METERS (FEET)
<br />W= WIDTH OF OFFSET IN METERS (FEET)AK
<br />S= POSTED SPEED LIMIT, OR OFF -PE
<br />BSM-PERCENi1LE SPEED PRIOR TO WORK
<br />STARTING, OR THE ANNCIPATED OPERATING
<br />SPEED IN KM/H (MPH
<br />COUNTY OF: SAN JOAQUIN
<br />PLANS ACCEPTED BY: CHC C011SUItlll j
<br />1845 W. Orangewood Ave., Sufte 300, Orange, CA 92868
<br />DATE (949) 250-0004 /FAX (949) 250-0006
<br />R.C.E. PLANS PREPARED BY:
<br />NAME: MIKE MATHERNE
<br />PHONE: (949) 250-0004
<br />EXP. DATE ,.,.r . nn FIA 4n MM IT,-T^RI MATS. nvn
<br />B NUMBER A01JX1H
<br />SCALE: N/A
<br />PAGE: COVER SHEET
<br />�Gl
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