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L <br />GENERAL NOTES <br />CA MUTCD 2014 TABLE 6C-1 <br />MEANING OF LEITER COOES ON TYPICAL APPLICATION DIAGRAMS <br />OISTANCE BETWEEN SIGNSROADTYPE,,, <br />URBAN (LOW SPEED)-2$MPH DR LESS 100 FEET 100 FEET 100 FEET <br />URBAN (LOW SPEED)•MORE THAN 2$MPH TO 40 MPH 250 FEET 250 FEET 250 FEET <br />URBAN (HIGH SPEED)_MOR~THAN 40 MPH 350 FEET 3~FEET S~OFEET'"~l:O~~500 FEET 500 FEET <br />EXPRESSWAY IFREEWAY I.500FEI£T 2,6oI0FEE <br />TABLES CHART -2014 MUTCD <br />I'1tOJECTl\'O_~ <br />DRAWN ~ <br />DESIGNED ~ <br />ClIECKED ~ <br />"--"'Cor>.Sp~Sign Spacing-'"'m,•••r~~:i".-"-"m ,~"'"'"'""'"100'.200'"120'.20''""'""'"••,"""160'_3 <br />","440'.6'"""'";'"',. <br />-C••.•••IIlownon lh.lem:PIa~OmU1u.lra!Joopu""","only.ExllClnumberol ""n"mqulrtld •••1beI>o,edonC<ItlIl._inII,laperl.ngu...••"'u.lfleld~llono.ete .. <br />Ta ,L.'"0"",01'"''"'" <br />l ~T.per lengtl1S=Sp•••dW"WIdth (Ollset from patl1oft••••••l <br />REVlSIO~S <br />""'""'"'s~ln" <br />Posted Tape'(I.)lIu1'1'.rSpoedFormulaSpace <br />Both are base<!on.1.)B5Ul%TI!EtorR not available.lh!n uscPostedSpeedUmlt(PSL) <br />1.NOTHING ALLOWED IN THE BUFFER AND TRANSITION AREAS AT All TIMES. <br />2.SIGNS ARE ONLY SHOWING TOTHE PUBLIC WHEN INUSE. <br />3.SIGNS AND CHANNELlZING DEVICES MUST BE RETROREFLECTIVE OR IllUMINATED DURING NIGHT OPERATIONS. <br />4.SIGN PANEL SIZES:36"X36"MIN.ON ROADS <50mph,48"x48"ON ROADS ~50mph. <br />5.SIGNS ARE SPACED PER THE CA 2014 MUTGD. <br />6.CHANNELIZING DEVICES SPACING AND TAPER LENGTHS ARE BASED ON THEIR RESPECTIVE CHARTS.(SEE CHARTS <br />THIS PAGE)7.NOTIFY THE LOCAL LAW ENFORCEMENT,FIRE,AND AMBULANCE COMPANIES WITHIN 72 HOURS BEFORE <br />CONSTRUCTION BEGINS. <br />8.CONTRACTOR TO MAKE SURE ALL TRAFFIC CONTROL EQUIPMENT MEETS ALL AGENCY REQUIREMENTS. <br />9.REMOVE ALL CONFLICTING MARKINGS FOR lONG TERM OPERATIONS (3DAYS OR LONGER). <br />10.THE LOCATION OF THE SIGNS AS SHOWN ON THE ILLUSTRATIONS ARE GUIDEUNES AND ACnJAL LOCATIONS WILLDEPENDUPONALIGNMENT,GRADE,LOCATION OF STREET INTERSECTIONS AND 85%TILE/POSTED SPEED LIMITS/OR <br />PRIMA FACIE. <br />11.WHILE CROSSING INTERSECTIONS DURING MOBILE WORK,WORK MUST FOLLOW THE FLOW OF TRAFFIC AND <br />PROCEED ON A GREEN LIGHT. <br />12.FULL COMPLIANCE ISREQUIRED WITH THE COUNTY AGENCY.(AFFECTS NOTES #20 THRU 22,BELOW)13.PEDESTRIAN ACCESS MUST BE MAINTAINED AS PER THE CA 2014 MUTCD STANDARDS AND ADA REQUIREMENTS. <br />14.C30 SIGNS ARE PERM!TfED IN BUFFER AREAS. <br />15.SIGN SPACING IS PROVIDED IN THE CA 2014 MUTCD EDITION,PART 6.TRAFFIC SPEEDS ARE BASED UPON RADAR <br />MEASUREMENTS OF MOTORISTS.THE MUTCD ALLOWS FOR A "RANGE"IN SIGN PLACEMENT AND WILL BE PROVIDED <br />BY DOT.THE 85%TILE IS USED WHEN AVAILABLE TO PROVIDE A MORE ACCURATE REPRESENTATION OF MOTORISTS <br />SPEEDS.16.ANY WORK WITHIN 200 FT OF A SIGNAUZED INTERSECTION WILL REQUIRE CONTACT AND COORDINATION WITH <br />COUNTY AGENCY PRIOR TO ANY WORK. <br />17.QUALITY STANDARD TO MEET REQUIREMENTS OF SECTION 1A-2 OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC <br />CONTROL DEVICES.18.ALL TRAFFIC CONTROL DEVICES INCLUDING:SIGNS,BARRICADES,VERTICAL PANELS,DRUMS,WARNING LIGHTS,ARROWBOARDS,CHANGEABLE MESSAGE SIGNS,CONES AND TUBULAR MARKERS THAT MEET THE REQUIREMENTS OF <br />AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA)."CA2014 MUTCD"SHALL BE USED ON THIS <br />PROJECTfTHIS WORK. <br />19.THE NCHRP REPORT 476 PROVIDES GUIDELINES FOR DESIGN AND OPERATION OF NIGHTTIME TRAFFIC CONTROL FOR <br />HIGHWAY MAINTENANCE AND CONSTRUCTION.SEE TYPICAL APPLICATIONS NWTA-1 THROUGH NWTA-7.COMPLY WITHANSI107-2004 FOR APPAREL.HIGHWAY CONSTRUCTION WORK LIGHTING SHALL BE PER CONSTRUCTION SAFElY <br />ORDER 1523 (CALIFORNIA CODE OF REGULATIONS TITLE 8,DlVISION1,CHAPTER 4,SUBCHAPTER 4,ARTICLE 3, <br />SECTION 1523.ILLUMINATIONS). <br />20.SIDEWALKS AT THE CONSTRUCTION LOCATION MAY BE CLOSED WITH ADEQUATE DETOURS.SIDEWALKS MAY ONLY BE <br />CLOSED TO THROUGH TRAFFIC AND SHALL NOT PREVENT LOCAL PEDESTRIANS ACCESS.DETOURS SHALL NOTINCREASETHEPATHOFTRAVELBYMORETHAN500FT.DETOUR ROUTES SHALL BE LIMITED TO EXISTING SIDEWALKS, <br />PRIVATE PROPERTIES (SEE BELOW REQUIREMENTS)AND CROSSINGS AT ROADWAY INTERSECTIONS.TO THE <br />MAXIMUM EXTENT FEASIBLE,THE ALTERNATE CIRCULATION PATH SHALL BE PROVIDED ON THE SAME SIDE OF THE <br />STREET AS THE DISRUPTED ROUTE.WHERE IT IS FEASIBLE TO PROVIDE A SAME-SIDE ALTERNATE CIRCULATION PATH <br />AND PEDESTRIANS WILL BE DETOURED,SECTION 60.02 OF THE CA 2014 MUTCD SPECIFIES THAT THE ALTERNATE <br />PATH PROVIDE A SIMILAR LEVEL OF ACCESSIBILITY TO THAT OF THE EXISTING DISRUPTED ROUTE.THIS MAY INCLUDE <br />THE INCORPORATION OF ACCESSIBLE PEDESTRIAN SIGNALS (APS),CURB RAMPS,OR OTHER ACCESSIBILITY <br />FEATURES. <br />21.PEDESTRIANS MAY BE DETOURED ONTO PRIVATE PROPERTY ONLY IF WRITTEN PERMISSION FROM THE PROPERTYOWNERISOBTAINEDALONGWITHDOCUMENTATIONINDICATINGTHATTHECOUNTYWOULDNOTBELIABLE(HOLD <br />HARMLESS)IN THE EVENT OF AN ACCIDENT. <br />22..DURING WORK HOURS,AT LEAST ONE WORKER SHALL BE ASSIGNED WITH THE RESPONSIBILITY TO ESCORT ELDERLY, <br />DISABLED OR ANY OTHER PEDESTRIANS IN NEED OF ASSISTANCE THROUGH THE CONSTRUCTION SITE.A WORKER <br />ASSIGNED WITH THIS RESPONSIBILITY MAY ALSO PARTICIPATE IN OTHER CONSTRUCTION ACTIVITIES;HOWEVER,THEASSIGNEDWORKERSHALLBEAWAREOFHISORHERRESPONSIBILITIESFORPROVIDINGTHISASSISTANCE. <br />MEASURES THAT SIMPLY CLOSE THE SIDEWALK,WITH THE EXCEPTION TI-lAT PEDESTRIANS WILL CROSS SOMEWHERE <br />ELSE DOES NOT ADEQUATELY SATISFY PEDESTRIAN ACCESS.PEDESTRIANS SHOULD NEVER BE DIRECTED/ <br />EXPECTED TO CROSS A MULTI-LANE ROADWAY AT ANY LOCATION OTHER THAN AT A SIGNAL (ORALL.WAY STOP). <br />ACCOMMOOATIONS SHOULD BE MADE ON THE SAME SIDE OF ROADWAY AS WORK. <br />DATE <br />r."OVEMBEna2015 SllEETr."O,2 OF 3