|
SIGN LEGEND
<br />ROAD ROAD CENTER LA
<br />BE
<br />WORK CLOSED DETOUR RIGHT LAN LEFT LANE LANE BIKE LAN LANE BIKE ONE IANE
<br />PREPARED
<br />AHEAD CLOSED CLOSED CLOSED CLOSED CLOSED ROAD
<br />AHEAD AHEAD AHEAD AHEAD AHEAD AHEAD CLOSED AHEAD 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 4><
<br />CLOSED35 LANE �� TRENCH
<br />AHEAD
<br />> < > <*> < <*> <
<br />W20-3 W3-5 C12(CA) W5-1 W12-1 W6-3 Wl-4(L) W4-1 W21—la C9A (CA) C27(CA) W11-1
<br />W 1-4(R)
<br />0 RIGHT RIGHT L�SHOULDERSHLOULED�ERSHOULDERC GHTHEAD 10005 FT CLOSED OW21-5bR W21 -5b C30A R3-1 R3-2 R3-4 R3-18 R5-6 R9-3ovomlov
<br />Rl—1 R1-2 R5-1
<br />W21-5 SLOW PADDLE
<br />ROAD CLOSED BEGIN SHARE
<br />RIGHT TURN LANE
<br />TO THE MAY USE
<br />T
<br />DISTANCE BETWEEN SIGNS**
<br />20
<br />A
<br />B
<br />ROAD
<br />RAM P
<br />RIGHT LANE
<br />100 FEET
<br />LEFT LANE
<br />NFBAN - ORETHAN 25 MPH T040 MPH***
<br />MUST
<br />250 FEET
<br />MUST
<br />RU TRAFFIC
<br />350 FEET
<br />ELDTD9IKE5
<br />350 FEET
<br />TURN RIGHT
<br />500 FEET
<br />TURN LEFT
<br />500 FEET
<br />CLOSED
<br />CLOSED
<br />R3 -7(R)
<br />2,640 FEET
<br />R3-7 L
<br />R11-2
<br />R11-2
<br />R11-4 na—a
<br />SIDEWALK CIA® soLwNlc aDSEB sntww( cInBEB END
<br />CLOSED cBoss aim � J� nxm~sBE ROAD WORK
<br />R9-9 R9 -11(L) R9-11a(L) R9-10 G20-2 W1 -6(R)
<br />R9-11 R R9 -11a R W1 -6(L)
<br />DO NOT
<br />LTRACKS
<br />OPN
<br />R8-8
<br />JOB LOCA
<br />10616 E
<br />MARIPOSA RD.
<br />ROM:
<br />IBEGIN CROSS STREET: IEND CROSS STREET:
<br />E MARIPOSA RD &
<br />AUSTIN RD
<br />MH AND POLE ACCESS
<br />ISTART DATE:
<br />JACK TONE RD
<br />BUSES K K� I �j I •� �• M
<br />ONLY U
<br />RIGHT LEFT ONLTLT J
<br />wts—tP Ra—tt SPCLR4-7a R4 -8a R3 -6(R) R4-7 R4-8 R3 -5R R608(CA)
<br />R3-6 L
<br />=EN
<br />I DETOUR D DETOUR DETOUR
<br />DETOUR �� ON RED ON RD)
<br />W1-7 SC3 (CA) M4 -8a M4-9 L M4 -10L)
<br />M4-9 R M4-1o�R) R13A R13B
<br />M4 -9M
<br />SYMBOL LEGEND
<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(5'H 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 />■ ■ � se D D 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 />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 />VARIES � VARIES I VARIES I VARIES I VARIES
<br />TRAFFIC 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. 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, B, AND C ARE THE DIMENSIONS SHOWN IN FIGURES 6M-1 THROUGH 6H-46,
<br />DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST
<br />SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIIAENSION
<br />IS'i HE DJSTANCE BETWEEN THE SECOND AIJO THIRD SIGN. (THE "FIRST SIGN" IS THE SIGN IN A
<br />THREE -SIGN SERIES THAT IS CLOSEST TO TTC ZONE. THE
<br />DISTANCE BETWEEN SIGNS**
<br />20
<br />A
<br />B
<br />C
<br />uaBAN - 25 MPH OR LESS"'
<br />100 FEET
<br />100 FEET
<br />100 FEET
<br />NFBAN - ORETHAN 25 MPH T040 MPH***
<br />250 FEET
<br />250 FEET
<br />250 FEET
<br />RU TRAFFIC
<br />350 FEET
<br />ELDTD9IKE5
<br />350 FEET
<br />ROAD
<br />500 FEET
<br />LL LAN
<br />R11-4 na—a
<br />SIDEWALK CIA® soLwNlc aDSEB sntww( cInBEB END
<br />CLOSED cBoss aim � J� nxm~sBE ROAD WORK
<br />R9-9 R9 -11(L) R9-11a(L) R9-10 G20-2 W1 -6(R)
<br />R9-11 R R9 -11a R W1 -6(L)
<br />DO NOT
<br />LTRACKS
<br />OPN
<br />R8-8
<br />JOB LOCA
<br />10616 E
<br />MARIPOSA RD.
<br />ROM:
<br />IBEGIN CROSS STREET: IEND CROSS STREET:
<br />E MARIPOSA RD &
<br />AUSTIN RD
<br />MH AND POLE ACCESS
<br />ISTART DATE:
<br />JACK TONE RD
<br />BUSES K K� I �j I •� �• M
<br />ONLY U
<br />RIGHT LEFT ONLTLT J
<br />wts—tP Ra—tt SPCLR4-7a R4 -8a R3 -6(R) R4-7 R4-8 R3 -5R R608(CA)
<br />R3-6 L
<br />=EN
<br />I DETOUR D DETOUR DETOUR
<br />DETOUR �� ON RED ON RD)
<br />W1-7 SC3 (CA) M4 -8a M4-9 L M4 -10L)
<br />M4-9 R M4-1o�R) R13A R13B
<br />M4 -9M
<br />SYMBOL LEGEND
<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(5'H 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 />■ ■ � se D D 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 />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 />VARIES � VARIES I VARIES I VARIES I VARIES
<br />TRAFFIC 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. 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, B, AND C ARE THE DIMENSIONS SHOWN IN FIGURES 6M-1 THROUGH 6H-46,
<br />DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST
<br />SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIIAENSION
<br />IS'i HE DJSTANCE BETWEEN THE SECOND AIJO THIRD SIGN. (THE "FIRST SIGN" IS THE SIGN IN A
<br />THREE -SIGN SERIES THAT IS CLOSEST TO TTC ZONE. THE
<br />DISTANCE BETWEEN SIGNS**
<br />20
<br />A
<br />B
<br />C
<br />uaBAN - 25 MPH OR LESS"'
<br />100 FEET
<br />100 FEET
<br />100 FEET
<br />NFBAN - ORETHAN 25 MPH T040 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 />"THIRD SIGN" IS THE SIGN THAT IS FURTHEST
<br />VPSTREAPI FROM THE TONE.)
<br />••• POSTED SPEEDLIMIT, 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 />1PPING SIGHT DISTANCE AS A fVNCTION Of SPEED ON LEVEL ROI
<br />(USED AS SUGGESTED LONGITUOtNAL BUFFER SPACE LENGTH OR
<br />LOCATION FOR FLAGGER STATION)
<br />SPEED'
<br />(MPH)
<br />' POSTED SPEED, OFF-PEAK BETH- PERCENTILE SPEED PRIOR TO
<br />WORK STARIIJG DR THE ANTI[IPATEp OPERATING SPEED IN MPH
<br />DISTANCE
<br />(FT)
<br />20
<br />115
<br />25
<br />15S
<br />30
<br />200
<br />35
<br />250
<br />40
<br />305
<br />45
<br />360
<br />50
<br />425
<br />55
<br />495
<br />60
<br />570
<br />65
<br />645
<br />70
<br />730
<br />75
<br />820
<br />COUNTY OF:
<br />PLANS ACCEPTED BY:
<br />PERMIT WORK EXTENSIONS MUST BE OBTAINED BY THE NOTHING CONTAINED ON THIS DRAWING SHALL PREVENT LOCAL ]URISDICTIONS FROM
<br />END OF PERMIT DATE MODIFYING, CHANGING, OR ADOPTING NEW SPECIFICATIONS DEEMED NECESSARY.
<br />DATE
<br />CRITERIA FOR POSITION, I 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. DATE
<br />-TABLE 6C-3 2014 CALIFORNIA MUTCD-
<br />-TAPER LENGTH CRITERIA FOR
<br />TEMPORARY TRAFFIC CONTROL 20NEAT LEAST L
<br />AT LEAS T 05L
<br />-
<br />TYPE OF TAPER
<br />TAPER LENGTH (L)'
<br />AFL Network
<br />Services
<br />SHIFTING TAPER
<br />A Fujikura Business
<br />AT LEAST 0.33 L
<br />THIS JOB VfAS ENGINEERED AND DRAWN BY AFL NETWORK SERVICES
<br />UNDER CONTRACT TO AT&T.
<br />FOR QUESTIONS AND ASSISTANCE ON THIS
<br />JOB PLEASE CALL ENGINEER
<br />AS NOTED N TITLE BOX.
<br />-TABLE 6C-3 2014 CALIFORNIA MUTCD-
<br />-TAPER LENGTH CRITERIA FOR
<br />TEMPORARY TRAFFIC CONTROL 20NEAT LEAST L
<br />AT LEAS T 05L
<br />-
<br />TYPE OF TAPER
<br />TAPER LENGTH (L)'
<br />MERGING TAPER
<br />SHIFTING TAPER
<br />GHOVLDER TAPER
<br />AT LEAST 0.33 L
<br />E nvP
<br />IINIMUl 1, 100" MAXIMUM
<br />pO\VNSTAEAIA TA PER
<br />-TABLE 6C-4 2014 CALIFORNIA MDTCD-
<br />-FORFIULAS FOR DETERhI1NING TAPER LENGTHTAPER LENGTH ILL
<br />RET-
<br />_esD UNrt (sl 252
<br />WHERE: L= TAPER LENGTH IN FIETERS (FEET)
<br />S
<br />W= WIDTH OF OFFSET IN METERS (FEET)
<br />S= POSTED SPEED LI!•11T, OR OFF-PEAK
<br />85TH -PERCENTILE SPEED PRIOR TO WORK
<br />STARTING, ORTHE ANTICIPATED OPERATING
<br />SPEED IN KM/H (P1PH
<br />OB NUMBER A01NWVJ
<br />SCALE: N/A
<br />PAGE: COVER SHEET
<br />®` California
<br />
|