Laserfiche WebLink
CONTRACTOR TO OBTAIN AUTHORIZATION FROMMONTEREY TRANSIT AUTHORITY FOR TEMPORARYRELOCATION OF BUS STOP PRIOR TO START OF WORK.CITY OF SALINAS - MST BUS STOP -CONTRACTOR TO COORDINATE DEDICATEDLEFT TURN SIGNAL WITH CITY TRAFFICDIVISION 7 DAYS PRIOR TO START OF WORK.CITY OF SALINAS -CITY OF MONTEREY -NO PARKING SIGNS SHALL BE POSTED72 HOURS PRIOR TO START OF WORK. <br />CROSSINGPEDESTRIANNOMUSTLEFT LANETURN LEFTMUSTRIGHT LANETURN RIGHT ENDSPEED LIMIT25SPEED LIMITROAD WORK45 <br />INTERSTATE405SPEEDLIMIT20 <br />DETOUR <br />MH #POLE #SPLICE BOXBORE PITSGROUND BEDCMPH <br />1. DRAW AND LABEL CAL TRANS R/W2. PLACE NOTATION SAYING3A. IF WORK AREA IS OUTSIDE OF CAL TRANSR/W PLACE THIS NOTATION3B. IF THE JOB IS INSIDE THE WORK AREA OMIT THISNOTATION.4. IF YOU ARE USING A MERGING TAPER SETUP USE C20SIGNS.5. CHANGE THE CITY ON FRONT PAGE TO READCALTRANS <br />CALTRANS <br />indiana ave. and arlington ave.-dig pitsALL WORK AND TRAFFIC CONTROL WITHIN THE STATE RIGHT OF WAY SHALL BE PERCALTRANS 2015 STANDARD PLANS AND THE 2014 CALIFORNIA M.U.T.C.D.SCALE DOWN 1/20 41 <br />A <br />FLAGGER <br />SPEEDLIMIT25 <br />DETOUR <br />SHOULDERSHIFTMERGE <br />FLAGGERBIKE LANETURN POCKETLANE/ROADCLOSUREOTHER <br />AERIAL <br />STRIPING/ PAINT/ EQUIPMENT <br />H <br />MANHOLE 345 IS +/- 500' EASTOF THE C/L OF SANYO RD. <br />CONTACT PROPERTY OWNER(S) 72HOURS PRIOR TO START OF WORK.W20-1 AND G20-2 SHALL BE PLACEDON AFFECTED CROSS STREET ACCORDINGTO SPEED OF CROSS STREET.PLACE STEEL PLATES OVER OPEN TRENCHTO ALLOW ACCESS TO DRIVEWAYS.TAKE LANE ATPOCKET ORIGINEND SHIFT TAPERAT LANE ORIGIN <br />FLAGGERS SHALL REMAIN INCOMMUNICATION VIA RADIO ATALL TIMES.ESCORT PEDESTRIANSTHROUGH WORK AREA.ALLOW PEDESTRIANSACCESS TO CROSSWALK.PEDESTRIAN TRAFFIC MUST BE MAINTAINED WITHA MINIMUM OF 4' CLEARANCE ON SIDEWALK.BIKE LANE TRAFFIC MUST BEMAINTAINED WITH A MINIMUM OF 2'CLEARANCE THROUGHOUT WORK AREA.CONTACT TRANSIT AUTHORITY 72 HOURSPRIOR TO START OF WORK FORTEMPORARY RELOCATION OF BUS STOP. <br />TRAFFIC CONTROL EQUIPMENTSHALL MAINTAIN MINIMUM 15'CLEARANCE FROM RAILROAD TRACKS.SET SIGNALIZED INTERSECTION TOFLASH RED DURING WORK HOURS. <br />CALTRANS TRAFFIC CONTROL PLANFOR SIGNAGE PLACEMENT ONLY.SIGNAGE MUSTNOT DISTURB SOIL. <br />FLAGGER TO DIRECT AND ASSISTPEDESTRIANS AROUND WORK AREA. <br />NOTES TO BE PLACED IN PAPERSPACE AT SCALE OF .75 - 1 <br />CALTRANS TRAFFIC CONTROL PLANFOR SIGNAGE PLACEMENT ONLY.PLACEON BOTH SIDESOF WORK AREA <br />MH <br />ACCESS TO DRIVEWAYS MUST BEMAINTAINED AT ALL TIMES. <br />NOTIFY FIRE STATION 72 PRIOR TO START OFWORK. ACCESS FOR EMERGENCY VEHICLESSHALL BE MAINTAINED AT ALL TIMES.CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TOSTART OF WORK TO ALERT OWNER TO POSSIBLEDRIVEWAY CLOSURE AND ALTERNATE ACCESS <br />CONTRACTOR TO COORDINATEWORK HOURS WITH LOCALSCHOOL ADMINISTRATION <br />ALL TRAFFIC DEVICES WITHINCALTRANS RIGHT OF WAY SHALLBE APPROVED BY CALTRANSALL TRAFFIC DEVICES WITHIN (CITY)RIGHT OF WAY SHALL BEAPPROVED BY (CITY) <br />PERMIT #08-17-6-UJ-1264RCP 2018-12819CALTRANS DISTRICT 8ANAHEIMREVISIONS BOX TEXT <br />STOPDO NOT ONTRACKSRIGHT TURN LANEBEGINYIELD TO BIKES <br />2018-0717-02CITY OF ORANGESBUS STOPBIKE LANESIDEWALKCALTRANS R/W <br />PLACEAT THE N/E CORNER OFPORTOLA AVE & N. L ST. <br />FLAGGER TO ASSIST PEDESTRIANSTHROUGH WORK AREA(SEE PED NOTES) <br />A DEDICATED INDIVIDUAL WILL BE ASSIGNED THERESPONSIBILITY OF ESCORTING PEDESTRIANSTHROUGH THE WORK AREA IN ACCORDANCE WITHTHREE MAJOR CONSIDERATIONS:1.PEDESTRIANS SHOULD NOT BE LED INTO DIRECTCONFLICT WITH WORK SITE VEHICLES, EQUIPMENTOR OPERATIONS2.PEDESTRIANS SHOULD NOT BE LED INTO DIRECTCONFLICT WITH MAINLINE TRAFFIC MOVINGTHROUGH OR AROUND THE WORK SITE.3.PEDESTRIANS SHOULD BE PROVIDED WITH AREASONABLY SAFE, CONVENIENT AND ACCESSIBLEPATH THAT REPLICATES AS NEARLY AS PRACTICALTHE MOST DESIRABLE CHARACTERISTICS OF THEEXISTING SIDEWALK OR FOOTPATH <br />PEDESTRIAN CONTROL NOTES:DETOURDETOUR <br />CONTRACTOR SHALL COORDINATE WORKHOURS WITH LOCAL SCHOOL BELL SCHEDULE.NO TRAFFIC CONTROL EQUIPMENT SHALL BEPLACED UNTIL AFTER SCHOOL IS IN SESSION.RECESSED STEEL PLATES SHALL BE PLACEDOVER OPEN TRENCH DURING NON WORKHOURS. W8-24 SIGNS SHALL BE PLACED ASADVANCED WARNING TO VEHICLES. <br />PEDESTRIAN TRAFFIC MUST BE MAINTAINED WITHA MINIMUM OF 4' CLEARANCE WITHIN CROSSWALK <br />AREA SPECIFIC NOTES <br />CMS TO READ:ROAD WORK AHEAD;EXPECT DELAYS <br />FOR TEMPORARY TRAFFIC BREAK.ESTIMATED TIME OF COMPLETIONIS 5 TO 10 MINUTES. <br />YIELDYIELD <br />TYPE III BARRICADECMS <br />CONTRACTOR TO CALL PARKING OFFICE @ 831-646-3953 IFRESTRICTING PARKING IN TIME-LIMIT OR METERED ZONES.CONTRACT CITY STREETS DEPARTMENT@ (831) 646-3927 TO SET SIGNAL TOFLASH RED DURING WORK HOURS <br />YIELD <br />SIGNAGE MUST NOTDISTURB SOILSIGN PANEL SIZE (MIN)48" X 48"A36" X 18"B 24" X 30"C30" X 18"D24" X 24"E <br />WORKZONE25MPHWORKZONE25SPEEDLIMIT STRIPE DASHEDCROSSWALK or LIMIT LINE <br />R.O.W. <br />CURB & MEDIANSCONE LINE <br />STRIPE SOLID (L or R TURN)BIKE LANE <br />MVIEW LAYER(UNPRINTABLE)BOUNDARY LINE LAYER <br />MIDDLE LANE <br />S/W <br />PAINTED MEDIAN <br />BIKE LANE DASHED <br />CITY, COUNTY OR CALTRANS NAMECITY, COUNTY OR CALTRANS NAME <br />N AVIATION BLVD <br />EXIST. POLE #2915' MAX.18'30' MAX.GB PL.250'250'SIDEWALKROBINDALE AVE.T.A.N.S.A.T.60' SHOULDER TAPER <br />SIDEWALK E.O.P.E.O.P.E.O.P.E.O.P.E.O.P.SHOULDERSHOULDER SPEEDLIMIT30CHEROKEE RD.SPEEDLIMIT30CHEROKEE RD. <br />2605 CHEROKEE RD. <br />CONTACT PROPERTY OWNER(S) 72HOURS PRIOR TO START OF WORK. <br />15' MAX.10'60' SHOULDERTAPER250'250'T.A.N.S.A.T.30' MAX.10'SIDEWALK <br />SIDEWALKSHOULDERSIDEWALKSHOULDERSHOULDERSIDEWALKSHOULDERFLAGGER <br />FLAGGER TO ASSIST PEDESTRIANSTHROUGH WORK AREA(SEE PED NOTES)A DEDICATED INDIVIDUAL WILL BE ASSIGNED THERESPONSIBILITY OF ESCORTING PEDESTRIANSTHROUGH THE WORK AREA IN ACCORDANCE WITHTHREE MAJOR CONSIDERATIONS:1.PEDESTRIANS SHOULD NOT BE LED INTO DIRECTCONFLICT WITH WORK SITE VEHICLES, EQUIPMENTOR OPERATIONS2.PEDESTRIANS SHOULD NOT BE LED INTO DIRECTCONFLICT WITH MAINLINE TRAFFIC MOVINGTHROUGH OR AROUND THE WORK SITE.3.PEDESTRIANS SHOULD BE PROVIDED WITH AREASONABLY SAFE, CONVENIENT AND ACCESSIBLEPATH THAT REPLICATES AS NEARLY AS PRACTICALTHE MOST DESIRABLE CHARACTERISTICS OF THEEXISTING SIDEWALK OR FOOTPATH <br />PEDESTRIAN CONTROL NOTES: <br />CONTACT PROPERTY OWNER(S) 72HOURS PRIOR TO START OF WORK.1921 CHEROKEE RD.GB PL. <br />60' SHOULDERTAPER 250'T.A.N.S.A.T.15' MAX.10'30' MAX.SIDEWALKSIDEWALKSHOULDERSHOULDERSHOULDERSIDEWALKSHOULDERSIDEWALKSHOULDERSIDEWALKFLAGGER <br />E.O.P. <br />E.O.P.E.O.P.GB PL.2157 CHEROKEE RD. <br />SPEEDLIMIT30CHEROKEE RD.SUNSET AVE. <br />MCCOMB AVE. <br />SPEEDLIMIT30CHEROKEE RD. <br />FLAGGER TO ASSIST PEDESTRIANSTHROUGH WORK AREA(SEE PED NOTES)A DEDICATED INDIVIDUAL WILL BE ASSIGNED THERESPONSIBILITY OF ESCORTING PEDESTRIANSTHROUGH THE WORK AREA IN ACCORDANCE WITHTHREE MAJOR CONSIDERATIONS:1.PEDESTRIANS SHOULD NOT BE LED INTO DIRECTCONFLICT WITH WORK SITE VEHICLES, EQUIPMENTOR OPERATIONS2.PEDESTRIANS SHOULD NOT BE LED INTO DIRECTCONFLICT WITH MAINLINE TRAFFIC MOVINGTHROUGH OR AROUND THE WORK SITE.3.PEDESTRIANS SHOULD BE PROVIDED WITH AREASONABLY SAFE, CONVENIENT AND ACCESSIBLEPATH THAT REPLICATES AS NEARLY AS PRACTICALTHE MOST DESIRABLE CHARACTERISTICS OF THEEXISTING SIDEWALK OR FOOTPATH <br />PEDESTRIAN CONTROL NOTES: <br />CONTACT PROPERTY OWNER(S) 72HOURS PRIOR TO START OF WORK. <br />EXIST. POLE #11 IS +/- 310'N/E OF THE C/L OF N F ST. <br />SPEEDLIMIT30CHEROKEE RD.SPEEDLIMIT30CHEROKEE RD. <br />SIDEWALK <br />EXIST.POLE #11 <br />EXIST. POLE #20 250' <br />15' MAX.10'60' SHOULDER <br />TAPER 250'250' <br />T.A.N.S.A.T. <br />30' MAX.10'SIDEWALK <br />SIDEWALK <br />SHOULDER <br />SIDEWALK <br />SHOULDER <br />SHOULDER <br />SIDEWALK <br />SHOULDER <br />FLAGGER <br />FLAGGER TO ASSIST PEDESTRIANS <br />THROUGH WORK AREA <br />(SEE PED NOTES) <br />A DEDICATED INDIVIDUAL WILL BE ASSIGNED THE <br />RESPONSIBILITY OF ESCORTING PEDESTRIANS <br />THROUGH THE WORK AREA IN ACCORDANCE WITH <br />THREE MAJOR CONSIDERATIONS: <br />1.PEDESTRIANS SHOULD NOT BE LED INTO DIRECT <br />CONFLICT WITH WORK SITE VEHICLES, EQUIPMENT <br />OR OPERATIONS <br />2.PEDESTRIANS SHOULD NOT BE LED INTO DIRECT <br />CONFLICT WITH MAINLINE TRAFFIC MOVING <br />THROUGH OR AROUND THE WORK SITE. <br />3.PEDESTRIANS SHOULD BE PROVIDED WITH A <br />REASONABLY SAFE, CONVENIENT AND ACCESSIBLE <br />PATH THAT REPLICATES AS NEARLY AS PRACTICAL <br />THE MOST DESIRABLE CHARACTERISTICS OF THE <br />EXISTING SIDEWALK OR FOOTPATH <br />PEDESTRIAN CONTROL NOTES: <br />CONTACT PROPERTY OWNER(S) 72 <br />HOURS PRIOR TO START OF WORK. <br />1921 CHEROKEE RD. <br />GB PL. <br />EXIST. POLE #11 IS +/- 310' <br />N/E OF THE C/L OF N F ST. <br />SPEED <br />LIMIT <br />30 <br />CHEROKEE RD. <br />SPEED <br />LIMIT <br />30 <br />CHEROKEE RD. <br />EXIST. <br />POLE #11 <br />LOCATION MAP <br />WORK AREA <br />TC-3 1:40 <br />A028KZG <br />= TRAFFIC CONE WITH CLIP ON SIGN <br />FOR DAY/NIGHT USE OR DELINEATORS IF DAY USE ONLY <br />= 28" (11cm) TRAFFIC CONES W/ 13" (5cm) REFLECTIVE SLEEVE <br />LEGEND <br />= FLAGGER <br />= EXISTING DRIVEWAY <br />= HIGH LEVEL WARNING DEVICE (FLAGTREE) <br />= FLASHING ARROWBOARD <br />= SIGNALIZED INTERSECTION <br />= TOW AWAY NO STOPPING ANY TIME <br />= TYPE III BARRICADE W/SIGN (5'H x 4'W) <br />= TYPE II BARRICADE W/SIGN (3'H x 2'W) <br />= TYPE I W/ SIGN <br />= DIRECTION OF TRAFFIC <br />= PORTABLE FLASHING BEACON (P.F.B.) <br />= WORK ZONE (ACTIVITY AREA) LIMITS <br />= EXISTING SIGN <br />1921 CHEROKEE RD. <br />CHEROKEE RD. & N F ST. <br />-GB PL. <br />WORK AREA 3 OF 3 <br />UNDERGROUND <br />N <br />TC-3 <br />GB PL. <br />MAINTAIN DRIVEWAY ACCESS <br />AT ALL TIMES <br />PAGE: OF <br />TYPE OF CONSTRUCTION: <br />JOB NUMBER: <br />SCALE: <br />12-16-21 <br />ISSUE DATE <br />1 <br />PHASE 1 OF 1