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MAINTAIN PEDESTRIAN,DRIVEWAY AND DISABLEDACCESS AT ALL TIMES!** THE COLUMN HEADINGS A,B, AND C ARE THE DIMENSIONS SHOWN IN FIGURES 6H-1 THROUGH 6H-46. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS. (THE "FIRST SIGN" IS THE SIGN IN A THREE-SIGN SERIES THAT IS CLOSEST TO THE TTC ZONE. THE "THIRD SIGN" IS THE SIGN THAT IS FURTHEST UPSTREAM FROM THE TTC ZONE.)- TABLE 6C-1 -RECOMMENDED ADVANCE WARNING SIGN SPACINGROAD TYPEURBAN (LOW SPEED) - 25 MPH OR LESS URBAN (HIGH SPEED) - MORE THAN 25 MPH TO 40 MPHURBAN - MORE THAN 40 MPHRURALA100 FEETDISTANCE BETWEEN SIGNS*REQUIREMENTS/STANDARDS*CURRENT CALIF MUTCDLANE CLOSURECOMPLY WITH CURRENT EDITIONOF THE CA MUTCD, PART 6*SIGN SPACING:SEE CHART "6C-1"BICYCLE CONSIDERATIONS:1. A TRAVEL ROUTE THAT REPLICATES THE MOST DESIRABLECHARACTERISTICS OF A WIDE PAVED SHOULDER OR BIKEWAYTHROUGH OR AROUND THE TRAFFIC CONTROL ZONE IS DESIRABLEFOR BICYCLISTS.2. IF THE TRAFFIC CONTROL ZONE INTERRUPTS THE CONTINUITY OFAN EXISTING BIKEWAY SYSTEM, SIGNS DIRECTING BICYCLISTSTHROUGH OR AROUND THE ZONE AND BACK TO THE BIKEWAY ISDESIRABLE.3. UNLESS A SEPARATE BIKE PATH THROUGH OR AROUND THETRAFFIC CONTROL ZONE IS PROHIBITED, ADEQUATE ROADWAY LANEWIDTH TO ALLOW BICYCLISTS AND MOTOR VEHICLES TO TRAVEL SIDEBY SIDE THROUGH OR AROUND THE WORK ZONE IS DESIRABLE.4. BICYCLISTS SHOULD NOT BE LED INTO DIRECT CONFLICT WITHMAINLINE TRAFFIC, WORK SITE VEHICLES, OR EQUIPMENT MOVINGTHROUGH OR AROUND THE TRAFFIC CONTROL ZONE.5. THE B1 AND B3 SIGNS DO NOT NEED TO BE USED IF A 4' WIDTH BIKELANE CAN BE PROVIDED AS SHOWN BELOW.TRAFFIC CONTROL LOCATIONS ARE DETERMINED BY MH SPLICE LOCATIONS250 FEET350 FEET500 FEETB100 FEET250 FEET350 FEET500 FEETC100 FEET250 FEET350 FEET500 FEETHIGH LEVEL WARNING DEVICESIGN AS SPECIFIEDFLASHING ARROW SIGNFLAGGER/ RESERVE OFFICERWORK AREAPORTABLE SIGNTRAFFIC CONECLOSEDBIKE LANEAHEADFORWATCHBICYCLISTSBIKE LANEENDSWORKAHEADUTILITYROAD WORKG20-2END SHOULDERWORKAHEADRIGHT LANETURN RIGHTMUSTR4-7ARIGHTKEEPDETOURPEDESTRIANPEDESTRIANM4-9BDETOURROAD WORKSPEED LIMIT25W11-1ROAD WORKG20-2END ROAD WORKG20-1NEXT 5 MILESFOLLOW MEG20-4PILOT CARM4-8DETOURM4-8aDETOURENDDETOURM4-10PREPAREDTO STOPBER3-1R4-1PASSNOTDOCROSS HERESIDEWALK CLOSEDR9-11aW1-4LW3-4WORKAHEADROADW20-1W1-6W4-2CLOSEDAHEADROADW20-3ROAD AHEADONE LANEW20-4W21-5W21-7CREWSURVEYW21-6C9A ORC20LEFT LANEAHEADCLOSEDCENTERRIGHTORW20-5ORTRENCHOPENC27CLOSEDLANEC30CLOSEDSHOULDERC30ANOSHOULDERC30AC17R3-7B-1B2B3(FAS)(HLWD)CALIFORNIA CURRENT UNIFORM SIGN CHARTR1-3A (CA)ON REDLANENARROWC12THESHAREW16-1W21-5BRIGHTSHOULDERCLOSED ROADW6-3W1-3W6-1CONE SPACINGSEE SHEET 19-27CLOSEDSIDEWALKR9-9PLATESAHEADSTEELSPECIALROADROUGHW8-8POST "NO PARKING" SIGNS 72 HRS.IN ADVANCED OF ANY CONSTRUCTION- TABLE 6C-3 -SPEED*2025303540S(mph)455055606570MINIMUM TAPER LENGTH** FOR WIDTH OF OFFSET 12FT (W)MERGINGL(ft)SHIFTINGL/2(ft)SHOULDERL/3(ft)DOWNSTREAM(ft)8012518024532054060066072078084040639012316027030033036039042027426082107180200220240260280100100100100100100100100100100100*POSTED SPEED, OFF-PEAK 85TH PERCENTILE SPEED PRIOR TO WORK STARTING,OR THE ANTICIPATED OPERATING SPEED.**FOR OTHER OFFSETS USE THE FOLLOWING MERGING TAPER LENGTH FORMULA FOR L:FOR SPEEDS OF 65 KM/H (40 MPH) OR LESS, L=WSS/155 (L=WSS/60)FOR SPEEDS OF 70 KM/H (45 MPH) OR LESS, L=WS/1.6 (L=WS)ON STATE HIGHWAYS USE TRAFFIC CONTROL SYSTEMS IN THE CALTRANS STANDARD PLANS.WORK HOURS9:00AM TO 3:00PM (MON-FRI)MAINTAIN 2-WAY TRAFFIC AT ALL TIMES(ONE LANE EACH DIRECTION)MAINTAIN ACCESS TO ALL DRIVEWAYS UNLESSOTHER ARRANGEMENTS HAVE BEEN MADE WITHPROPERTY OWNER.- TABLE 6E-1 -SPEED*STOPPING SIGHT DISTANCE AS A FUNCTION OF SPEEDDISTANCE*POSTED SPEED, OFF-PEAK 85TH PERCENTILE SPEED PRIOR TO WORK STARTING,OR THE ANTICIPATED OPERATING SPEED.CAN ALSO BE USED AS STOPPING SIGHT DISTANCE AS SUGGESTEDBUFFER SPACE LENGTH OR LOCATION FOR FLAGGER STATION.202530354045505560657075MPHMPHMPHMPHMPHMPHMPHMPHMPHMPHMPHMPH115 FEET155 FEET200 FEET250 FEET305 FEET360 FEET425 FEET495 FEET570 FEET645 FEET730 FEET820 FEET- TABLE 6E-101 -SPEED2025303540(mph)455055606570% DOWNGRADE (BUFFER SPACE)-3%(feet)116158205257315378446520598682771120165215271333400474553638728825126173227287354427507593686785891LONGITUDINAL BUFFER SPACE OR FLAGGER STATION SPACING FOR DOWNGRADES-6%(feet)-9%(feet)TRAFFIC CONTROL NOTES:IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK TO INSTALL AND MAINTAIN THE TRAFFIC CONTROL DEVICES AS SHOW HEREIN, AS WELL AS ANY SUCHADDITIONAL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED TO INSURE THE SAFE MOVEMENT OF VEHICULAR AND PEDESTRIAN TRAFFIC THROUGH OR AROUND THE WORKAREA AND PROVIDE MAXIMUM PROTECTION AND SAFETY TO CONSTRUCTION WORKERS.ALL TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMES AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVETHEIR APPEARANCE AND CONTINUITY.THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS, DETAILS, DIMENSIONS AND PROCEDURES DESCRIBED IN THE 2014 MUTCD.ALL FLASHING ARROW SIGNS SHALL BE SOLAR POWERED.CONTRACTOR SHALL PROVIDE FLAGMEN AS NECESSARY TO GIVE ADEQUATE WARNING TO TRAFFIC OR TO THE PUBLIC OF ANY DANGEROUS CONDITIONS TO BE ENCOUNTERED.CONTRACTOR SHALL REMOVE TEMPORARY TRAFFIC DELINEATION, SIGNAGE, AND OTHER DEVICES WHEN NO LONGER REQUIRED, AND SHALL RESTORE AREAS TO ORIGINALCONDITIONS.ALL PERSONS IN TRAFFIC CONTROL AREA SHALL WEAR APPROPRIATE REFLECTIVE VESTS.CONTRACTOR SHALL COVER EXISTING SIGNS WHERE THEY CONFLICT WITH CONSTRUCTION DETOURS AND SIGNING.ALL OPEN EXCAVATION OR CONSTRUCTION WORK SHALL BE A MINIMUM OF 5' FROM ANY OPERATING TRAFFIC LANES.CONTRACTOR SHALL COORDINATE WITH CITY AGENCY FOR ANY TEMPORARY TRAFFIC SIGNAL TIMING MODIFICATIONS.THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES DURING WORK HOURS. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNERAS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERS/OPERATORS.ALL SIGNS SHALL BE STANDARD SIZE AND REFLECTORIZED AT NIGHT .1. ALL ADVANCED WARNING SIGNINSTALLATIONS SHALL BE EQUIPPEDWITH FLAGS FOR DAYTIMECLOSURES.2. FLAGGERS ARE REQUIRED TOCONTROL TRAFFIC WHENEVER THECONTRACTOR MUST INTERRUPTTRAFFIC FLOW TO ACCESS THEWORK AREA WITH MATERIALS OREQUIPMENT.3. ALLOW ACCESS TO DRIVEWAYS INWORK AREA.4. ALL WARNING SIGNS PLACEDWITHIN WORK ZONE SHALL HAVE ABLACK LEGEND ON AN ORANGEBACKGROUND.5. CONE SPACING SHALL BE: TANGENT: 15' (4.6m) TAPER: 15' (4.6m)No.Revision/IssueDateGeneral Notes1Encroachment PermitEXPRESSWAY / FREEWAY1,000 FEET1,000 FEET1,000 FEETTRAFFIC CONTROLMTC, Inc. Job#:2MTC INC. Ref#:Checked By:Designed By:Date:Scale:N.T.S.SheetNOTESPMDrawn By:PMEngineering ConsultantProject Name & AddressProject Owner & Address04/20CONSULTANTS, INC.MAYBERRY TELECOMPETE MAYBERRY(916) 799-4245N04/03/20SERVICE CONNECTIONCOSTCO FIBER OPTICTRACY, CA25862 S. SCHULTE CT.LEVEL(3)KENNETH GODEN(415) 470-1489kennith.goden@centurylink.com