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NEW CHANNELIZING DEVICE (TYR. A 0 3 TAB1,E POSTED SPEED DISTANCE BETWEEN SIGNS TAPER A 6 C L WEE NOTE) BUFFER 15 1054 107 4V 100 A 190 100 1054 00 5154 25 100 100 100 120 170 30 200 300 200 100 200 200 300 2001 2/54 200 40 300 3554 350 328 46 360 358 3W 540 368 50 5654 500' 500 000 42S 56 660 100 060 060 50 900 508 901 730 570 05 660 500 600 7p MS NOTES: 1. 2 3- 4. 5 015IANCES N FEET UNLESS OTIERMSE NOTED CONTRACTOR TO VERIFY EXISTING SPEED LOME DISTANCES SHOWN ARE NOT VALID FOR LIMITED ACCESS HIGHWAYS. CONSULT STATE DO T. MANUAL FOR DISTANCES. ADJUST DISTANCES TO COMPLY WITH REQUIREMENT OF THE STATE OR LOCAL HIGHWAY AUTHORITY HAVING JURISDICTION. SEE NOTE 10-502 TAPER LENGTHS SHOWN BASED ON 17 LANE WIDTH SEE NOTE 110-602. NOTES: C EXISTING BIKE UNE. NARROW PARKING UNE OR SHOULDER AVAILABLE CONSTRUCTION VEHICLE PARKING AND WORKIVG AREA 1 PLANS DEPICTED ARE GENERAL GUIDELINES FOR TEMPORARY VEHICULAR TRAFFIC CONTROL PLANS (TCP) TO INCLUDE PEDESTRIAN AND WORKER SAFETY. CONTRACTOR 15 REQUIRED TO HAVE PREPARED A BITESPECFIC TCP FOR REVIEW AND APPROVAL BY THE HIGHWAYAUTHORITY HAVING JURISDICTION. IF REQUIRED, THE FIRM PREPARING THE TCP SHALL BE AUTHORIZED OR CERTIFIED BY THE AUTHORITY HAVING JURISDICTION. 2 EXTEND CHAMELIZAT1ON DEVICES INTO SHOULDER WHERE APPLICABLE. 3. DISTANCES AS INDICATED N TABLE 1 SHOULD BE INCREASED FOR CONDITIONS THAT WOULD AFFECT STOPPING. DISTANCE SUCH AS DOWNGRADES OR LIMITED SIGHT DISTANCES. DISTANCES CM BE OECRFASFO FOR LOW -SPEED (RESIENTAL) AREAS WITH APPROVAL BY THE AUTHORITY HAVING JURISDICTION NIGHT -TME WORK S PiOH191TEO UNLESS MIS REOUMED AS A CONDITION OF APPROVAL BY THE HGHWAY MO LOCAL AUTHORITY HAVING JURISDICTION. 4 SHOULDER '*PERS SHOULD BE 1/30F THE ON -STREET TAPER LENGTH 5 MANTAN A MINIMUM UNE W I0 T HI O I8. OTRAFFIC CONTROL PLAN PROVIDE PEDESTRIAN/WORKER SAFETY CONTROL DEVICES F RE011NE0 NOTES 1 ALL TEMPORARY TRAFFIC CONTROL SIGNAGE. LAYOUTS AND PROCEDURES SHALL COMPLY INTIM LOCAL JURISDICTIONAL REQUIREMENTS AND MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (WITCO), LATEST EDITION, WHICHEVER IS MORE STRINGENT T. PRIOR TO ANY ROAD CONSTRUCTION, TRAFFIC CONTROL SIGNS AND DEVICES SHALL BE N PLACE. 3 TRAFFIC CONTROL DEVICES FOR LANE CLOSURES INCLUDING SIGNS. CONES, BARRICADES. ETC SHALL BE PLACED AS SHOWN ON PIANS. SIGNS SHALL NOT BE PLACED WITHOUT ACTUAL LANE CLOSURES AND SHALL BE IMMEDIATELY REMOVED UPON REMOVAL OF THE CLOSURES /. SELECTION. PLACEMENT. MAINTENANCE. A740 PROTECTION OF TRAFFIC. PEDESTRIANS, ANO WORKERS SHALL BE N ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (M1ITC0) - PART VI TEMPORARY TRAFFIC CONTROL', AND LOCAL JURISDICTIONAL REQUIREMENTS UNLESS OTHERWISE NOTED N THE PLANS AND SPECIFICATIONS. AND SI1M.l BE APPROVED BY THE APPROPRIATE HIGHWAY AUTHORITY HAVING JURISDICTION 5 ADVANCE WARNING SIGNS, DISTANCES, AIA TAPER LENGTHS MA0 BE EXTENDED TO ADJUST FOR REDUCED VISIBILITY DUE TO HORIZONTAL AIC VERTICAL CURVATURE OF THE ROADWAY AND FOR ACTUAL TRAFFIC SPEEDS F IN EXCESS OF POSTED SPEED EMITS. O TAPERS SHALL BE LOCATED TO MAXIMIZE THE NSISILRY O THEW TOTAL LENGTH. T CONFLICTING OR NON-OPERATING S/GRAL INDICATIONS ON THE EXISTING TRAFFIC SIGNAL SYSTEMS SHALL BE SAGGED OR COVERED B ALL EJSTNG ROAD SIGNS. PAVEMENT MARKINGS AND/OR PLOWABLE PAVEMENT REFLECTORS WHICH CONFLICT WITH THE NEW TRAFFIC CONTROL PLAN SHALL BE COVERED. REMOVED. OR RELOCATED. ALL TRAFFIC CONTROL DEVICES SHALL BE RESTORED TO MATCH PRE-CONSTRUCT/ON CONDITION AFTER COMPLETION OF WORK 9. CONTRACTOR SHALL CONTACT LOCAL AUTHORITY HAVING HIGHWAY JURISDICTION AND PROVIDE ADDITIONAL FLAGMEN. OR POLICE SUPERVISION. IF REQUIRED. 10. ALL EXCAVATED AREAS WITHIN OR M uCENT TO THE ROADWAY SHALL BE BACKFILLED AND PLACED ON A MINIMUM SHITS LOPE PRIOR TO EMT OF EACH WORK DAY. OTHER EXCAVATED AREAS WITHIN THE CLEAR LONE ARE TO BE EITHER BACKFLLED OR PRECAST CONCRETE CURB BARRIER CONSTRUCTION BARRIER SET TEMPORARILY IN PLACE TO SHIELD VEHICULAR AND PEOESTRAN TRAFFIC 11 WHERE DICTATED BY LOCAL CONDITIONS. THE CONTRACTOR SNAIL MAKE PROVISIONS FOR MANTANNG PEDESTRIAN AND WORKER CROSSING LOCATIONS N ACC OROANCE WITH ALL APR.ICABLE CODES ANO OSHA REQUIREMENTS. 12 CONSTRUCTON ZONE SPEED LIMIT IF REDUCED FROM POSTED DBMS SHALL BEN ACCORDANCE WITH MUTCO AND WILL BE DETERMINED BY THE AUTHORITY HAVING JURISDICTION. 13 THERE SHALL BE NO WORKERS, EQUIPMENT. OR OTHER VEHICLES IN THE BUFFER SPACE OR THE RCL! MEAD SPACE. 14 DRIVEWAYS MOOR SIDE STREETS ENTERING THE ROADWAY AFTER 7140 FIRST ADVANCE WARNING SIGN SHALL BE PRONGED WTH AT LEAST ONE W20-1 SIGN (ROAD WORK AHEAD) AS A MINIMUM. 15 CONES MAYBE SUBSTITUTED FOR DRUMS AND INSTALLED UPON THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION PROVIDED THEY COLDLY WITH MUTED. 16 THE SPACING BETWEEN CONES. TUBULAR MARKERS, VERTICAL PANELS, DRUMS, AND BARRICADES SHOULD NOT EXCEED A DISTANCE N FEET EQUAL TO 1.0 TIMES THE SPEED LIMIT IN MPH WHEN USED FOR TAPER CHANNELIUTION, MDA DISTANCE N FEET EQUAL TO 2.0 TIMES THE SPEED LMR N MPI WHEN USED FOR TANGENT CIANNE UZATION. 1I WHEN CHHANNELIZAT ON DEVICES HAVE THE POTENTIAL OF LEADING VEHICULAR TRAFFIC OUT OF THC INTENDED VEHICULAR TRAFFIC SPACE. THE CIAMNELQAT1011 DEVICES SHOULD BE EXTENDED A DISTANCE N FEET OF 2 0 TIMES THE SPEED LMR N MRH BEYOC THE DOWNSTREAM ENO OF THE TRANSITION AREA 10 RAPER LENGTHS ARE CALCULATED AS FOLLOWS: L= WSWBO (AO n1PH AND HIGHER) OR 1.24 WS (OVER 40 WIC WHERE W OFFSET WIDTH (FT), 34 TRAFFC SPEED (5011). OPEDESTRIAN SAFETY PLAN M Edge HONM11 Vs MS. MY Irm �rw verizon' .11110, 1141M JAE.. MD eaM911 NAL • 100512033 114MEM COMFY 1MT 'MS PL. SET MY ELT walVMOWEDMM 011 IMER MELT• PIE OtrAFTO 9M01E0 1•0111. mFi-IMO, MDT., 1MA IMV MDIMIAMML 1.01F7 'Mr AidIS 01 11( SUIT Ot POIMMSM H® 1ILICIY1ALAIMLY! 6446 MORO swam' IR 10A M�r11L: SME: 6610!1101 MeV 611 PNC *142021 nA0AEL1 MAae1 35799 FINAL swEfl D-101 OD KW. CO MAT 4L.o..Le•1 H,