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THIS PROJECT IS LOCATED ON HM 33 NEAR SCHAEFER ROAD IN VERNALIS,CA. I i THIS PLAN WILL BE USED TO WORK IN THE SHOULDER FOR SOIL BORINGS. WORK HOURS WILL BE B:OOAM TO 5:00PM MONDAY THRU FRIDAY. THIS TRAFFIC CONTROL PLAN(TCP)IS PRODUCED IN ACCORDANCE CONTRACTOR VALL COMPLY WITH THE CITY OF VERNALIS WITH THE GUIDELINES OF THE CALIFORNIA MANUAL ON UNIFORM STANDARD SPECIFICATIONS, TRAFFIC CONTROL DEVICES(MUTCD).DATED SEPTEMBER 2010 AS PURSUANT TO SECTION 21400 OF THE STATE OF CALIFORNIA VEHICLE CONTRACTOR WILL COMPLY WITH THE STATE OF CALIFORNIA CODE AND IN ACCORDANCE WITH CHAPTER 6A OF THE M.U.T.C.D.- STANDARD SPECIFICATIONS(ARTICLE 10),CONTRACT SPECIAL SHAM PROVIDE SUFFICIENT FLEXIBILITY IN THE APPLICATION OF TIC SPECIFICATIONS,TRAFFIC CONTROL PLAN SUPPLEMENT AND (TEMPORARY TRAPPED CONTROL)TO MEET THE NEEDS OF CHANGING CALT RAtS SPECIFICATIONS,M.U.T.CD 2010 EDITION, CONDITIONS IN THE TIC ZONE.'. TABLE THIS PLAN MAY BE MODIFIED BY THE ENGINEER AT ANY TIME TO ELIMINATE OR AVOID TRAFFIC CONDITIONS THAT ARE ROAD TYPE DISTANCE BETWEEN SIGNS HA-ZARDOUS TO THE SAFETY OF THE PUBLIC. A B C URBAN(LOW SPEED)" 10(Y I DY 100, URBAN(HIGH SPEED)" 350' 350' 350' RURAL 500' 500' 500' NOTES-1.SIGN SPACING,CONE SPACING AND TAPER LENGTHS REFER EXPRESSWAY/FREEWAY 1,000, 1,500' 2640' TO TABLE. 2.THE LOCATXIN OF THE SIGNS AS SHOIAN ON THE PLANS ARE *SPEED CATEGORY TO BE DETERMINED GUIDELINES AND ACTUAL LOCATIONS WILL DEPEND UPCN ALIGNMENT,GRADE,LOCATION OF STREET LNTERSECTICNS. BY HIGHWAY AGENCY POSTED SPEED LIMITS,AND 85TH%TILE. 3.ALL HIGH LEVEL WARNING DEVICES WILL BE EQUIPPED WTH CONTINUAL MONITORING AND MAINTENANCE FLAGS FOR DAY REA ENCROACHES OF THE TRAFFIC CONTROL ZONE,EMERGENCY 4.IF THE WORK AREA ENCROACHES UPON A SDEWALK OR WaKWAY,'SIDEWALK CLOT USEOTHER SID=SIGNS ACCESS,ACCOMMODATION FOR PEDESTRIANS, WILL BE USED TO GUIDE PEDESTRIANS TO CROSS TO ANOTHER MARKER CROSSWALK.Pc'D'c5!RANS MAY NOT BE GUIDED ONTO BICYCLE TRAFFIC AND THE DISABLED, PROPER PRIVATE PROPERTY OR THE TRAV<LED WAY. TRAINING OF FLAGGERS,PROPER DEVICES AND 5,TRAFFIC LANES SHALL BE A MINIMUM OF TEN FEET N WIDTH MIN CLR. 6.WHENEVER FEASI3LE ANADDTIONAL FOUR FEET SHALL BE PROVIDED DEVICE USAGE AND APPROPRIATE NOTIFICATIONS FOR A BICYCLE LANE.IF IT IS NOT FEASIBLE IO PROJIDE A SEPARATE SHALL BE USED ON THIS PROJECT. SCYCL-E LANE,THE CONTRACTOR SHALL POST SGNAGE BEFCRE THE CONSTRUCTION AREA STATING: 'SHARE the Rood wNh Blcycksw. WHEN THE LANE IS SHARED,THE CONTRACTOR SHALL POST SIGNAGE FOR A MAX VADA SPEED LIMIT OF 25 MPH IN THE SHARED LANE, 7.MONITOR AND MAINTAIN TRAFFIC CONTROL ZONE AT ALL TIMES. 8.MANIAN ACCESS FOR EMERGENCY VEHICLES, 9.ASSURE SAFE P•1SSP.(-E OF PEDESTRIANS&BCYCUSTS INCLUDING PERSONS WTH DISABILITIES N ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT OF 1990(ADA),Tff:E II,PARAGRAPH 35.130. 10.ALL D:Y,CES TO CONFORM TO CALTRAMS STANDARDS. 11.DEVICE PLACEMENT TO CONFORM TO CALTRAN'S GUIDELNES, 12.FLAGGERS TO BE TRAINED PER TITLE B CCR.