|
SIGN LEGEND
<br />ROAD ROAD DETOUR RIGHT LAN LEFT LAN CENTER IKE LAN LANE BIKE ONE LANE BE
<br />WORK CLOSED LANE LANE PREPARED
<br /><16>
<br />AHEAD CLOSED CLOSED CLOSED CLOSED CLOSED ROAD
<br />AHEAD AHEAD MEAD pIIEAD �� �� CLOSED q�{EAp TO sroP
<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 um NARROW > < ROAD y > < <#> < > < > * <*> OPEN
<br />CLOSED
<br />35 LANE NARROWS 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 />W7 —4(R)
<br />SHOULDER SHOULDER SH�O�pU��E�ER SHOULDER ® ® YIELD • • •
<br />WORK C LNMEAD
<br />1000 FT CLOSED , LO
<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 nR
<br />BUSES
<br />KEEP KEEP . .
<br />MUST MUST TO RIGHTTURN LANE THELIAY USE y
<br />TURN RIGHT TURN LEFT CLOSED CLOSED THRU TRAFFIC YIELD TO BIKES LL LAN RIGHT LEFT 01(LY
<br />R3 -7(R) R3-7 L R11-2 R11-2 R11-4 R4-4 W16 -1P R4-11 R3-6 R R4-7 R4-8 R3 -5R R60B CA
<br />SPCL R4 -7a R4 -8a R3-6�L3
<br />SIDEWALKsum END DETOUR
<br />CLOSED usE ROAD WORK ©© 1'DETOUR DETOUR DETOUR
<br />R9-9 R9 -11 G20 -2W1 -6(R) W7-7 m4-9SC3 (CA) M4 -8a R)
<br />R R L
<br />4—R9-11 R9 -11a W1 -6(L) RR13A R13R�B)M10M4 10(
<br />M4-9
<br />S
<br />DO NOT
<br />STOP
<br />ON
<br />TRACKS
<br />R8-8
<br />7490 W 11TH ST.
<br />S CHRISMAN RD.
<br />IPERMIT NUMBER
<br />ISTART DATE
<br />FROM:
<br />TO:
<br />END CROSS STREET
<br />BANTA RD.
<br />THOMAS GUIDE:
<br />MH ACCESS
<br />END DATE:
<br />SYMBOL LEGEND.
<br />DISTANCE BETWEEN SIGNS"
<br />A
<br />B
<br />EXISTING
<br />El
<br />DIRECTION OF
<br />CHANNELIZING
<br />DEVICE/CONE
<br />CHANNELIZING
<br />DEVICE W/ SIGN
<br />TYPE I BARRICADE
<br />W/ SIGN
<br />EXISTING SIGN
<br />SIGNALIZED
<br />INTERSECTION
<br />FLOW STRIPING
<br />URBAN - MORE THAN 40 MPH***
<br />POSTED SPEED
<br />APPROACH
<br />I
<br />T.A. N. S.A.T.
<br />TYPE III
<br />BARRICADE
<br />W/SIGN(TH x 4'W)
<br />TYPE II
<br />BARRICADE
<br />W/SIGN(TH x 2'W)
<br />HIGH LEVEL
<br />WARNING DEVICE
<br />FLASHING
<br />ARROWBOARD
<br />TOW AWAY NO
<br />STOPPING
<br />ANYTIME
<br />SPEED
<br />LENGTH
<br />I I
<br />®
<br />T.A.N.S.
<br />TYPE III
<br />BARRICADE
<br />TYPE II
<br />BARRICADE
<br />CERTIFIED
<br />FLAGGER
<br />PORTABLE
<br />FLASHING BEACON
<br />TOW AWAY NO
<br />STOPPING
<br />■ ■ �
<br />El
<br />I �]
<br />' ]
<br />CMS
<br />AERIAL CABLE
<br />SPLICE BOX
<br />EXISTING
<br />STRIPING -
<br />EXISTING
<br />STRIPING
<br />CHANGEABLE
<br />MESSAGE SIGN
<br />HH
<br />DOUBLE YELLOW
<br />I E3 ]
<br />1 (91
<br />(CMS)
<br />F-9
<br />TRENCHING
<br />HAND HOLE
<br />BORE PIT
<br />POWER POLE
<br />MANHOLE
<br />VARIES I VARIES 1 85 FT 1 25 FT 1 350 FT
<br />TRAFFIC CONTROL PLAN DISCLOSURE:
<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 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 />DISTANCE BETWEEN SIGNS"
<br />A
<br />B
<br />EXISTING
<br />WORK ZONE
<br />DIRECTION OF
<br />EXISTING LANE
<br />WORK VEHICLE
<br />DRIVEWAY
<br />(ACTIVITY AREA)
<br />TRAVEL
<br />FLOW STRIPING
<br />URBAN - MORE THAN 40 MPH***
<br />POSTED SPEED
<br />APPROACH
<br />I
<br />I TAPER
<br />RURAL
<br />I CONE
<br />500 FEET
<br />SIGN
<br />LIMIT
<br />SPEED
<br />LENGTH
<br />SPACING
<br />SPACING
<br />VARIES I VARIES 1 85 FT 1 25 FT 1 350 FT
<br />TRAFFIC CONTROL PLAN DISCLOSURE:
<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 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 />DISTANCE BETWEEN SIGNS"
<br />A
<br />B
<br />C
<br />URBAN - 25 MPH OR LESS***
<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 />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 11,500 FEET 12,640 FEET
<br />-TABLE 6C-2 2014 CALIFORNIA MUTCD-
<br />-STOPPING SIGHT DISTANCE AS A FUNCTION OF SPEED ON LEVEL ROADS -
<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 />45 360
<br />50 425
<br />55 495
<br />60 570
<br />65 645
<br />70 730
<br />75 820
<br />* POSTED SPEED, OFF-PEAK 85TH -PERCENTILE SPEED PRIOR TO
<br />WORK STARING OR THE ANTICIPATED OPERATING SPEED IN MPH
<br />-TABLE 6C-3 2014 CALIFORNIA MUTCD-
<br />-TAPER LENGTH CRITERIA FOR
<br />TEMPORARY TRAFFIC CONTROL ZONE -
<br />TYPE OF TAPER TAPER LENGTH (L)*
<br />MERGING TAPER AT LEAST L
<br />SHIFTING TAPER AT LEAST 0.5L
<br />SHOULDER TAPER AT LEAST 0.33 L
<br />ONE LANE, TWO-WAY TRAFFIC TAPER SOFT MINIMUM, 100FT MAXIMUM
<br />DOWNSTREAM TAPER SOFT MINIMUM, 100FT MAXIMUM
<br />-TABLE 6C-4 2014 CALIFORNIA MUTCD-
<br />-FORMULAS FOR DETERMINING TAPER LENGTH -
<br />SPEED LIMIT (S) TAPER LENGTH (L)
<br />FEET
<br />40 MPH OR LESS L= 60 z
<br />45 MPH OR MORE L=WS
<br />WHERE: L= TAPER LENGTH IN METERS (FEET)
<br />W= WIDTH OF OFFSET IN METERS (FEET)
<br />S= POSTED SPEED LIMIT, OR OFF-PEAK
<br />85TH -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
<br />PLANS ACCEPTED BY:
<br />R.C.E.
<br />mmwft CHC
<br />A CONGRUEX® COMPANY
<br />DATE 9095 Rio San Diego Dr. Ste 165 San Diego, CA 92108-1694
<br />(949) 250-0004 / FAX (949) 250-0006
<br />PLANS PREPARED BY:
<br />NAME: KARTIK RAY
<br />EXP. DATE PHONE: (949) 250-0004
<br />DATE: 06-23-23 REVISION DATE: N/A
<br />OB NUMBER _ A02MAM6
<br />SCALE: N/A
<br />PAGE: COVER SHEET
<br />`0 at&t
<br />caDu4onu8
<br />
|