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SIGN LEGEND
<br />C4m--CLOSLEADN
<br />OAHEAD ROAD M�EAHEAD AHEADO#
<br />W20-1 W20-3 W20-2 0(R) -) -$j W20-4 09A (CA) W3-4 WB -90 2(W2-5W4W1-W9-
<br />)
<br />RAMP
<br />HS NIRRaWISa. *<
<br />TRENCH CNLOS D SHOULDER SHOULDER
<br />\\//\/ WORK CLOSED
<br />W3-5 W5-1 W5-11 W12-1 W6-4 W11-2 W21 -1A C27 (CA) W20-3 W21-5 C30A
<br />RIGHT YIELD RD �o I
<br />SHOU�DER<4>
<br />C OSED WORKERS SCLosEOR RICHNE SURVEI' SHO�LDER �� - LO
<br />000 FT CLOSED EAD CREW
<br />C31A (CA) C30 (CA) W21-1 W21 -5b C20 (CA) W21-6 W15-9 R1-1 R1-2 B5-1 SLOW PADDLE
<br />�° �$°� 5hk'A°" d09m mEAUK a®m END SIDEWALK ExD
<br />M (() .W( DIEm~rcR srE„� ROAD WORK CLOSED D OUR(( DEmuR �(( )
<br />R9-Rg-11(R) R9-Rg-la R9 -ID G20-2 R8-9 M4 -10M4 -10(R) M4 -Ba W1 -6(R) W1-7 R3-1 R3-2 R3-4
<br />N0 RAMP ROAD [ROM CLOSED DETOUR DETOUR LANE DO NOT LANE CLOSED
<br />z ° CLOSED CLOSED THRUTTRAFIC a iSC� CLOSED PASS AHEAD
<br />R9 -3A
<br />W1-8
<br />W14-3
<br />RI 1-2 R11-2
<br />M4-9 L
<br />R11-4 M4-9 R
<br />TANS
<br />BEGIN CROSS STREET
<br />END CROSS STREET
<br />M4-9 S
<br />EL DORADO ST
<br />END
<br />°RIVEWA
<br />O A A
<br />NO STOPPING
<br />CAUTION DETOUR
<br />250 FEET
<br />®
<br />«�
<br />SC15 (CA) M4-8
<br />DETOUR
<br />R,' xx
<br />APPROACH
<br />TAPER LENGTH
<br />M4 -8a
<br />R47 R2-1(XX)
<br />LEGEND
<br />JOB LOCATION
<br />LOWELL AVE
<br />WORK
<br />HOURS
<br />CHLC ZI G
<br />SIGNALIZED
<br />�n,nnv Tn oo nnn)o
<br />[CE/LONE
<br />DEVIDE
<br />SC11(CA) SC13 (CA) R11-2
<br />rj F%jT Bfi I ova [DZTuUSR3-7(L) R3 -7(R)
<br />R4-7 R4 -B
<br />flHOTE
<br />BEACON
<br />CONDUIT -TRENCHING
<br />DATE
<br />DATE
<br />WIT WORK EXTENSIONS MUST BE OBTAINED
<br />THE END OF PERMIT DATE
<br />R8-8
<br />RAISED
<br />MEDIAN
<br />PARKWAY OR
<br />EASEMENT
<br />F x1
<br />NO PARKING
<br />BARRICADE POSTED
<br />24 HOURS IN
<br />ADVANCE)
<br />FROM: TO:
<br />W= WIDTH OF OFFSET IN METERS (FEET)
<br />DRWY
<br />TANS
<br />BEGIN CROSS STREET
<br />END CROSS STREET
<br />HARRIS AVE
<br />EL DORADO ST
<br />TRAVEL °"DF
<br />TRAVEL
<br />°RIVEWA
<br />O A A
<br />NO STOPPING
<br />BARRICADE W/LIGHT HIGH LEVEL
<br />250 FEET
<br />®
<br />«�
<br />CHANNE�LIZING
<br />PERMIT NO.
<br />POSTED SPEED
<br />APPROACH
<br />TAPER LENGTH
<br />WORK AREA
<br />ARROW BOARD
<br />DEVICE/CONE
<br />W/SIGN
<br />LIMIT
<br />SPEED
<br />•
<br />SIGNALIZED
<br />�n,nnv Tn oo nnn)o
<br />SIGN
<br />GGFlA ER
<br />INTERSECTION
<br />CONDUIT -TRENCHING
<br />DATE
<br />DATE
<br />WIT WORK EXTENSIONS MUST BE OBTAINED
<br />THE END OF PERMIT DATE
<br />R8-8
<br />RAISED
<br />MEDIAN
<br />PARKWAY OR
<br />EASEMENT
<br />F x1
<br />NO PARKING
<br />BARRICADE POSTED
<br />24 HOURS IN
<br />ADVANCE)
<br />25 MPH I 25 MPH I 45 FET. 25 FT. I VARIES
<br />IERAL NOTES:
<br />.HOURS OF DARKNESS, CHANGE CONES TO VERTICAL BARRICADES WITH STEADY BURN
<br />CONTAINED ON THIS DRAWING SHALL PREVENT LOCAL JURISDICTIONS FROM
<br />G, CHANGING, OR ADOPTING NEW SPECIFICATIONS DEEMED NECESSARY.
<br />ERIA FOR POSITION, LOCATION, AND USE OF TRAFFIC CONTROL DEVICES IS SOLELY FOR
<br />PURPOSE OF GUIDANCE TO ASSIST IN THE SET UP OF THE TRAFFIC CONTROL PLANS.
<br />REQUIREMENTS:
<br />1. THE CONTRACTOR IS RESPONSIBLE FOR PROMPTLY RESTORING THE ROAD BACK TO SATISFACTORY CONDITION WHICH INCLUDES, BUT IS NOT LIMITED TO,
<br />PAVING, STRIPPING, MARKINGS, SIGNING, AND LOOP DETECTION. ALL PLANS SHALL BE IN ACCORDANCE WITH 2014 CA. MUTCD,
<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 BACK-FILLED 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 CONTRACTORS 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 ATTHE END OF THE JOB. THE STREET SHALL
<br />BE 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 />B. 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
<br />NOTED, 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 THATAFFECTS BUS STOPS,
<br />16, CONSTRUCTION SIGNS SHALL NOT OBSTRUCT SIGHT VISIBILITY AT DRIVEWAYS.
<br />17. CONTRACTOR SHALL NOTIFY ALL LOCAL BUSINESS OWNERS/OCCUPANTS TWO DAYS IN ADVANCE PRIOR TO ANY CONSTRUCTION ADJACENT TO BUSINESSES.
<br />-TABLE 6C-2 2014 CALIFORNIA MUTCD-
<br />-STOPPING SIGHT DISTANCE AS A FUNCTION OF SPEED-
<br />-TABLE 6C-1 2014 CALIFORNIA MUTCD-
<br />-SUGGESTED. MINIMUM ADVANCE WARNING SIGN SPACING -
<br />ROAD TYPE
<br />DISTANCE BETWEEN SIGNS"
<br />W= WIDTH OF OFFSET IN METERS (FEET)
<br />A
<br />B
<br />TYPE ONE
<br />TYPE THREE
<br />TYPE TWO
<br />TYPE ONE
<br />100 FEET
<br />BARRICADE
<br />BARRICADE W/ SIGN BARRICADE W/O
<br />BARRICADE W/LIGHT HIGH LEVEL
<br />250 FEET
<br />noari Imes srao)moxvTriw,.o xvx
<br />SIGNW
<br />350 FEET
<br />MING D
<br />POSTED SPEED
<br />APPROACH
<br />TAPER LENGTH
<br />SPACING OF
<br />I
<br />SIGN SPACING
<br />1000 FEET
<br />LIMIT
<br />SPEED
<br />CONES
<br />25 MPH I 25 MPH I 45 FET. 25 FT. I VARIES
<br />IERAL NOTES:
<br />.HOURS OF DARKNESS, CHANGE CONES TO VERTICAL BARRICADES WITH STEADY BURN
<br />CONTAINED ON THIS DRAWING SHALL PREVENT LOCAL JURISDICTIONS FROM
<br />G, CHANGING, OR ADOPTING NEW SPECIFICATIONS DEEMED NECESSARY.
<br />ERIA FOR POSITION, LOCATION, AND USE OF TRAFFIC CONTROL DEVICES IS SOLELY FOR
<br />PURPOSE OF GUIDANCE TO ASSIST IN THE SET UP OF THE TRAFFIC CONTROL PLANS.
<br />REQUIREMENTS:
<br />1. THE CONTRACTOR IS RESPONSIBLE FOR PROMPTLY RESTORING THE ROAD BACK TO SATISFACTORY CONDITION WHICH INCLUDES, BUT IS NOT LIMITED TO,
<br />PAVING, STRIPPING, MARKINGS, SIGNING, AND LOOP DETECTION. ALL PLANS SHALL BE IN ACCORDANCE WITH 2014 CA. MUTCD,
<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 BACK-FILLED 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 CONTRACTORS 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 ATTHE END OF THE JOB. THE STREET SHALL
<br />BE 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 />B. 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
<br />NOTED, 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 THATAFFECTS BUS STOPS,
<br />16, CONSTRUCTION SIGNS SHALL NOT OBSTRUCT SIGHT VISIBILITY AT DRIVEWAYS.
<br />17. CONTRACTOR SHALL NOTIFY ALL LOCAL BUSINESS OWNERS/OCCUPANTS TWO DAYS IN ADVANCE PRIOR TO ANY CONSTRUCTION ADJACENT TO BUSINESSES.
<br />-TABLE 6C-2 2014 CALIFORNIA MUTCD-
<br />-STOPPING SIGHT DISTANCE AS A FUNCTION OF SPEED-
<br />-TABLE 6C-1 2014 CALIFORNIA MUTCD-
<br />-SUGGESTED. MINIMUM ADVANCE WARNING SIGN SPACING -
<br />ROAD TYPE
<br />DISTANCE BETWEEN SIGNS"
<br />W= WIDTH OF OFFSET IN METERS (FEET)
<br />A
<br />B
<br />C
<br />11.N(ww Zlen-Ir mrn ow Oss
<br />TDO FEET
<br />100 FEET
<br />100 FEET
<br />anry �xlGx5C4o)woREM,Wamxroao mvx
<br />250 FEET
<br />250 FEET
<br />250 FEET
<br />noari Imes srao)moxvTriw,.o xvx
<br />350 FEET
<br />350 FEET
<br />350 FEET
<br />auxu
<br />500 FEET
<br />500 FEET
<br />500 FEET
<br />�rnrsswnr„Rerwnv
<br />1000 FEET
<br />1000 FEET
<br />1000 FEET
<br />.' THE COLUMN HEADING A, B, AND CARETHE DIMENSIONS
<br />SHOWN IN FIGURES 6H-1 THROUGH GH -46. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR
<br />POINT OFRICTION TO FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND
<br />SIGNS. THE L DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGN. (THE THIRD SIGN IS THE
<br />FIRST ONE IN THE THREE -SIGN SERIES ENCOUNTERED B.4 A DRIVER APPROACHING A TTC ZONE.)
<br />SPEED' DISTANCE
<br />(MPH) (FT)
<br />20 115
<br />5
<br />30 260
<br />35 250
<br />40 305
<br />50 425
<br />55 495
<br />60 0
<br />70 730
<br />5 820
<br />” POSTED SPEED, OFF-PEAK
<br />85TH -PERCENTILE SPEED
<br />PRIOR TO WORK STARING OR THE
<br />ANTICIPATED OPERATING SPEED
<br />COUNTY OF: SAN JOA
<br />-TABLE 6C-3 2014 CALIFORNIA MUTCD-
<br />-TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONE -
<br />-TABLE 6C-4 2014 CALIFORNIA MUTCD-
<br />-FORMULAS FOR DETERMINING TAPER LENGTH-
<br />[eo umn(sl rrw�xiV
<br />MPH OR LESS
<br />11 MCH O1 MORE L=W5
<br />WHERE: L= TAPER LENGTH IN METERS (FEET)
<br />TYPE Of TAPER TAPER LENGTH UT'
<br />W= WIDTH OF OFFSET IN METERS (FEET)
<br />MERG•N GTAPER PT LFASiL
<br />SHIFRNG TAPER AT 11111,1L
<br />SHGULDERTAPER 0.T LFASn P.3lI
<br />xE NNE Two -.m "T". 3P M (1POPli PP ',i M
<br />DOWNSTREAM TAPER 13tl 110.7)"11",a
<br />-TABLE 6C-4 2014 CALIFORNIA MUTCD-
<br />-FORMULAS FOR DETERMINING TAPER LENGTH-
<br />[eo umn(sl rrw�xiV
<br />MPH OR LESS
<br />11 MCH O1 MORE L=W5
<br />WHERE: L= TAPER LENGTH IN METERS (FEET)
<br />PLANS ACCEPTED BY:
<br />W= WIDTH OF OFFSET IN METERS (FEET)
<br />DATE
<br />S= POSTED SPEED LIMIT, OR OFF-PEAK
<br />— -
<br />8STH-PERCENTILE SPEED PRIOR TO WORK
<br />R.C.E.
<br />STARTING, OR THE ANTICIPATED OPERATING
<br />UIN
<br />SPEED IN KM/H (MPH
<br />TRAFFIC CONTROL PLAN
<br />PLANS ACCEPTED BY:
<br />, Consulting, LLC
<br />DATE
<br />1845 W. Orangewood Ave., Suite 300, Orange, CA 92868
<br />— -
<br />(949) 250-0004 /FAX (949) 250-0006
<br />R.C.E.
<br />PLANS PREPARED BY:
<br />NAMEDAVID LOWERY
<br />_
<br />PrioNE 949-250-0004
<br />EXP. DATE
<br />DATE II -.OI -17
<br />NUMBER AOI4DPP
<br />SCALE: NONE
<br />PAGE: I of 2
<br />PaW
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