ROADWAY PLANS LOCATIONS: NC 86 (MARTIN LUTHER KING JR. BOULEVARD) AT AIRPORT DRIVE AND BOLINWOOD DRIVE

Transcription

1 ROADWAY PLANS CHAPEL HILL WN LIMITS LOCAONS: NC 86 (RN LUTHER KING JR. BOULEVARD) AT AIRPORT AND BOLINWOOD TYPE OF WORK: INSTALLAON OF S, RKINGS, SIGNING I-40 INDEX OF SHEETS SHEET NO. TLE SERVICES 86 ESTES DR ESTES 1 TLE SHEET, INDEX OF SHEETS, AND LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS 86 CARRBORO WN LIMITS CARRBORO RN LUTHER KING JR. BLVD E. FRANKLIN ST CHAPELHILL % 15 % 501 AIRPORT AND RKING DETAILS (NORTH OF AIRPORT ) AND RKING DETAILS (NORTH OF BOLINWOOD ) DETAIL SHEET WN OF CHAPEL HILL M ARN LUTHER KING JR. BO ULEVARD VICINITY P NOT SCALE ROADWAY STANDARD DRAWINGS THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" - PROJECT SERVICES IT - N.C. DEPARTMENT OF TRANSPORTAON - RALEIGH, N.C., DATED JANUARY 2012 ARE APPLICABLE THIS PROJECT AND BY REFERENCE BY ARE CONSIDERED A PART OF THESE PLANS: STD.NO. TLE CONCRETE, GUTTER AND & GUTTER CONCRETE SIDEWALK RAMP RKINGS - LINE TYPES AND OFFSETS RKINGS - TWO-LANE AND MUL-LANE ROADWAYS RKINGS - S RKINGS - PAINTED RAISED RKERS - INSTALLAON SPACING RAISED RKERS - PERNENT AND TEMPORARY CHAPEL HILL MT. BOLUS ROAD BOLINWOOD 3 1

2 NOTES A) B) C) D) E) F) G) H) DIMENSIONS AND LOCAONS OF EXISNG FEATURES ARE APPROXITE. ALL RKINGS ON ASPHALT SURFACES SHALL BE THERMOPLASC AND SHALL COMPLY WITH NCDOT SPECFICAONS AND STANDARDS, LESS OTHERWISE NOTED IN THE PLANS, OR AS DIRECTED BY THE. E PROPOSED RKING LINES EXISNG RKING LINES. REMOVE/REPLACE ANY CONFLICNG/DAGED RKINGS. S Y BE REMOVED AFTER 30 DAYS AT THE DISCREON OF THE WN OF CHAPEL HILL. CONTACT N.C. ONE CALL LOCATE ALL DERGROD ULIES PRIOR CONSTRUCON. USE BRICKS FROM TRIANGLE BRICK THAT ARE MODULAR - RED FLASHED WIRE CUT (1630P) OR APPROVED EQUIVALENT. SIGNS,,, AND SHALL BE FLUORESCENT 24" X24" M ARN LUTHER KING JR. BO ULEVARD (NC 86) RKINGS 35 E EXIST. RKINGS OF 2-6" & GUTTER 5 SIDEW ALK DELINEAR TH DETECTABLE DOMES (2 WIDTH, TYP.) TH RKING R 5.5 R5.5 TH 5 10 TH DELINEAR EXIST. SIDEW ALK OF RAMP (TYP.) 6 SERVICES YELLOW-GREEN. I) J) DELINEARS SHALL BE YELLOW SURFACE MOT TUBULAR RKERS, 36" HEIGHT, AND APPROVED BY NCDOT SIGNING AND DELINEAON IT. SIDEWALKS WILL BE CONSTRUCTED IN 50 SEE INSET RKING SCHEDULE WN OF CHAPEL HILL K) L) M) N) O) RAMPS AND ALL ASSOCIATED COMPONENTS WILL BE CONSTRUCTED IN COORDINATE WITH THE WN OF CHAPEL HILL FOR DESIGN AND LOCAON OF RELOCATED BUS SP SIGN. SIGNS AT INCLUDE SOLAR POWERED RECTANGULAR RAPID FLASH BEACONS () WITH PUSH BUTNS. BE CARNAH R920 SERIES OR APPROVED EQUIVALENT. WN OF CHAPEL HILL PROVIDE AASH-STANDARD STREET LIGHNG DETAILS. SEE SHEET 4 FOR ISLAND CONSTRUCON DETAILS. ALL CONSTRUCON AND TERIALS SHALL BE IN ACCORDANCE WITH WN OF CHAPEL HILL PROJECT NUAL. REMOVE/RESET EXISNG SIGNS AS DIRECTED BY THE. 40 EXIST. CATCH BASIN ADJUSTEXIST. SRM SEWERNHOLE AIRPORT RAMP EXIST. POWER POLE RELOCATED BUS SP SIGN " X24" SYMBOL DESCRIPON THERMOPLASC (4", 120 MILS) TH YELLOW CENTER LINE THERMOPLASC (4", 120 MILS) YELLOW DOUBLE CENTER LINE THERMOPLASC (8", 90 MILS) YELLOW DIAGONAL THERMOPLASC (90 MILS) 24" LINE TRIANGLE THERMOPLASC (24", 120 MILS) WHITE LINE PERNENT RAISED RKERS YELLOW & YELLOW AND RKING DETAILS NORTH OF AIRPORT 2

3 NOTES A) DIMENSIONS AND LOCAONS OF EXISNG B) C) D) E) F) G) H) I) FEATURES ARE APPROXITE. ALL RKINGS ON ASPHALT SURFACES SHALL BE THERMOPLASC AND SHALL COMPLY WITH NCDOT SPECFICAONS AND STANDARDS, LESS OTHERWISE NOTED IN THE PLANS, OR AS DIRECTED BY THE. E PROPOSED RKING LINES EXISNG RKING LINES. REMOVE/REPLACE ANY CONFLICNG/DAGED RKINGS. S Y BE REMOVED AFTER 30 DAYS AT THE DISCREON OF THE WN OF CHAPEL HILL. CONTACT N.C. ONE CALL LOCATE ALL DERGROD ULIES PRIOR CONSTRUCON. USE BRICKS FROM TRIANGLE BRICK THAT ARE MODULAR - RED FLASHED WIRE CUT (1630P) OR APPROVED EQUIVALENT. SIGNS,,, AND SHALL BE FLUORESCENT YELLOW-GREEN. DELINEARS SHALL BE YELLOW SURFACE MOT TUBULAR RKERS, 36" HEIGHT, AND APPROVED BY NCDOT SIGNING 24" X 24" M ARN LUTHER KING JR. BO ULEVARD (NC 86) MT. BOLUS ROAD E EXIST. RKINGS RKINGS 50 SEE INSET EXIST. STAIRS OF TYPE 3 RAMP (SEE DETAIL SHEET 4) EXIST. SIDEW ALK DELINEAR TH DETECTABLE DOMES (2 WIDTH, TYP.) TH R 5.5 R TH TH DELINEAR 10 EXIST. SIDEW ALK OF TYPE 3 RAMP SERVICES J) AND DELINEAON IT. SIDEWALKS WILL BE CONSTRUCTED IN RAMPS AND ALL ASSOCIATED 90 24" X 24" RKING SCHEDULE SYMBOL DESCRIPON WN OF CHAPEL HILL COMPONENTS WILL BE CONSTRUCTED IN RKINGS TH THERMOPLASC (4", 120 MILS) YELLOW CENTER LINE K) L) M) N) SIGNS AT INCLUDE SOLAR POWERED RECTANGULAR RAPID FLASH BEACONS () WITH PUSH BUTNS. BE CARNAH R920 SERIES OR APPROVED EQUIVALENT. WN OF CHAPEL HILL PROVIDE AASH-STANDARD STREET LIGHNG DETAILS. SEE SHEET 4 FOR ISLAND CONSTRUCON DETAILS. ALL CONSTRUCON AND TERIALS SHALL BE IN ACCORDANCE WITH WN OF CHAPEL HILL PROJECT NUAL. REMOVE/RESET EXISNG SIGNS AS DIRECTED BY THE. E EXIST. RKINGS BOLINWOOD THERMOPLASC (4", 120 MILS) YELLOW DOUBLE CENTER LINE THERMOPLASC (8", 90 MILS) YELLOW DIAGONAL THERMOPLASC (90 MILS) 24" LINE TRIANGLE THERMOPLASC (24", 120 MILS) WHITE LINE PERNENT RAISED RKERS YELLOW & YELLOW AND RKING DETAILS NORTH OF BOLINWOOD 3

4 2.25" VAR. MORTAR SETNG BED 0.02 FT/FT 8"MIN. 4.75" CONC. BASE COMPACTED SUBBASE SUBGRADE 1 MIN. S9.5B B25.0B 2" 4" 4" EXIST. SERVICES DETAIL 1 - ISLAND CONSTRUCON DETAIL 2 - NCDOT TYPE 3 RAMP WN OF CHAPEL HILL DETAIL SHEET 4

5 TRAFFIC CONTROL PLAN INDEX OF SHEETS SHEET NO. TLE TCP-1 TLE SHEET, NOTES, INDEX OF SHEETS, AND LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS TCP-2 (NORTH OF AIRPORT ) TCP-3 (NORTH OF BOLINWOOD ) ROADWAY STANDARD DRAWINGS GENERAL NOTES CHANGES Y BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL E) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING A LANE OF TRAVEL DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE CLOSE THE LANE ACCORDING THE TRAFFIC CONTROL PLANS, ROADWAY MEET FIELD CONDIONS OR RESULT IN DUPLICATE OR DESIRED STANDARD DRAWINGS, OR AS DIRECTED BY THE. CONDUCT THE WORK OVERLAPPING OF DEVICES. MODIFICAON Y INCLUDE: MOVING, SO THAT ALL PERSONNEL AND/OR EQUIPMENT REIN THE SUPPLEMENNG, COVERING, OR REMOVAL OF DEVICES AS DIRECTED BY THE TRAVEL LANE.. F) DO NOT INSTALL MORE THAN ONE LANE CLOSURE IN ANY ONE DIRECON ON THE FOLLOWING GENERAL NOTES APPLY AT ALL MES FOR THE DURAON RN LUTHER KING JR. BOULEVARD. OF THE CONSTRUCON PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLAN OR DIRECTED BY THE. TRAFFIC PATTERN ALTERAONS ME RESTRICONS G) NOFY THE SEVEN (7) CALENDAR DAYS PRIOR ANY TRAFFIC PATTERN ALTERAON. A) DO NOT CLOSE OR NARROW TRAVEL LANES AS FOLLOWS: SIGNING ROAD NAME DAY AND ME RESTRICONS H) INSTALL ADVANCE WORK ZONE SIGNS WHEN WORK IS 40 FT RN LUTHER KING M-F, 7:00 AM 9:00 AM and 4:00 PM 6:00 PM FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE (3) DAYS PRIOR JR. BOULEVARD THE CONSTRUCON. AIRPORT M-F, 7:00 AM 9:00 AM and 4:00 PM 6:00 PM I) PROVIDE SIGNING AND DEVICES REQUIRED CLOSE THE LANES/ROAD B) DO NOT CLOSE OR NARROW TRAVEL LANES DURING HOLIDAYS AND SPECIAL ACCORDING THE ROADWAY STANDARD DRAWINGS AND TRAFFIC CONTROL EVENTS AS FOLLOWS: PLANS. SERVICES THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" - PROJECT SERVICES IT - N.C. DEPARTMENT OF TRANSPORTAON - RALEIGH, N.C., DATED JANUARY 2012 ARE APPLICABLE THIS PROJECT AND BY REFERENCE BY ARE CONSIDERED A PART OF THESE PLANS: STD.NO. TLE WORK ZONE ADVANCE SIGNS FOR FACILIES < 55 MPH TEMPORARY LANE CLOSURES TRAFFIC CONTROL DESIGN TABLES PORTABLE WORK ZONE SIGNS FLASHING ARROW BOARDS DRUM CONES ROAD NAME RN LUTHER KING JR. BOULEVARD AIRPORT HOLIDAY 1. FOR ANY EXPECTED OCCURRENCE THAT CREATES USUALLY HIGH TRAFFIC VOLUMES, AS DIRECTED BY THE. 2. FOR NEW YEAR S, BETWEEN THE HOURS OF 6:00 A.M. DECEMBER 31st 7:00 P.M. JANUARY 2ND. IF NEW YEAR S DAY IS ON A FRIDAY, SATURDAY, SDAY, OR MONDAY THEN L 7:00 P.M. THE FOLLOWING TUESDAY. J) COVER OR REMOVE ALL SIGNS AND DEVICES REQUIRED CLOSE THE LANES/ROAD WHEN LANE/ROAD CLOSURES ARE NOT IN OPERAON. K) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR ALTERING ANY TRAFFIC PATTERN. TRAFFIC CONTROL L) CONTRACR SHALL INTAIN SIDEWALK ACCESS AT ALL MES. CONTRACR SHALL BE RESPONSIBLE PROVIDE TEMPORARY SIDEWALKS (CONCRETE, ASPHALT, OR OTHER SUITABLE TERIAL AS APPROVED BY THE ) AT ALL LOCAONS W THE OPEN TRAVELWAY HAS BEEN REMOVED FOR CONSTRUCON OPERAONS (ULIES, DRAINAGE, ETC.). WN OF CHAPEL HILL BARRICADES GING DEVICES SKINNY DRUM 3. FOR EASTER, BETWEEN THE HOURS OF 6:00 A.M. THURSDAY AND 7:00 P.M. MONDAY. 4. FOR MEMORIAL DAY, BETWEEN THE HOURS OF 6:00 A.M. FRIDAY 7:00 P.M. TUESDAY. LEGEND DRUM PORTABLE SIGN DIRECON OF TRAFFIC FLOW FLASHING ARROW BOARD (TYPE C) 5. FOR INDEPENDENCE DAY, BETWEEN THE HOURS OF 7:00 A.M. THE DAY BEFORE INDEPENDENCE DAY AND 6:00 P.M. THE DAY AFTER INDEPENDENCE DAY. IF INDEPENDENCE DAY IS ON A FRIDAY, SATURDAY, SDAY OR MONDAY THEN BETWEEN THE HOURS OF 7:00 A.M. THE THURSDAY BEFORE INDEPENDENCE DAY AND 6:00 P.M. THE TUESDAY AFTER INDEPENDENCE DAY. 6. FOR LABOR DAY, BETWEEN THE HOURS OF 7:00 A.M. FRIDAY AND 6:00 P.M. TUESDAY. 7. FOR THANKSGIVING DAY, BETWEEN THE HOURS OF 6:00 A.M. TUESDAY 7:00 P.M. MONDAY. 8. FOR CHRISTS, BETWEEN THE HOURS OF 6:00 A.M. THE FRIDAY BEFORE THE WEEK OF CHRISTS DAY AND 7:00 P.M. THE FOLLOWING TUESDAY AFTER THE WEEK OF CHRISTS. LANE AND SHOULDER CLOSURE REQUIREMENTS C) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO LONGER NEEDED OR AS DIRECTED BY THE. D) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT AN DIVIDED FACILITY AND 5 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD DRAWING NO LESS THE IS PROTECTED BY BARRIER OR GUARDRAIL. TCP-1

6 200 +/ / /- F E D G RN LUTHER KING JR. CENTER LANE W9-3 INTAIN ACCESS WAY RN LUTHER KING JR. 270 ESTES A AIRPORT B C 200 +/ / /- 0.5 MILE +/- A W20-5 R W4-2R B C REFER ROADWAY STANDARD DRAWING , SHEETS 2 OF 15 AND 7 OF 15 FOR APPLICABLE NOTES. W20-5 R D LEFT LANE W20-5 L E W4-2L F BARCLAY MESSAGE NO. 1 LEFT LANE MESSAGE NO. 2 W20-5 L SERVICES AIRPORT USE ESTES BUFFER SPACE APPROACH SHIFT TAPER DRUMS AT 35 FT PHASE II G CHANGEABLE MESSAGE SIGN 120 BUFFER SPACE PROJECT PHASING PHASE II WORK AREA INTAIN THE INGRESS AND EGRESS ALL WAYS AND ALL WN OF CHAPEL HILL SIDE ROADS AT ALL MES. INTAIN CLOSE COORDINAON WITH ANY/ALL ULITY CONTRACRS ON SITE IF PRESENT. DO NOT OVERLAP OR PLACE CONFLICNG TRAFFIC CONTROL DEVICES IF ANY ULITY CONSTRUCON IS ONGOING. COORDINAON SHALL BE CONNUOUS THROUGHOUT THE ENRE PROJECT CONTRACT. PHASE I STEP 1: PRIOR BEGINNING ANY CONSTRUCON ACVIES, SPACING AIRPO RT DO NOT ENTER R X 30 2 INSTALL WORK ZONE ADVANCED SIGNS. IF WORK IS NOT PURSUED THREE DAYS OF SIGN INSTALLAON, THE SIGNS SHALL BE COVERED OR REMOVED IN A METHOD APPROVED BY THE. STEP 2: USING GERS AS NECESSARY, PLACE TRAFFIC CONTROL DEVICES AS SHOWN. STEP 3: COMPLETE ISLAND INSTALLAON ACVIES AS DIRECTED BY. PHASE II STEP 1: UPON COMPLEON OF PHASE I WORK, ADJUST TRAFFIC CONTROL DEVICES USING GERS AS NECESSARY CLOSE S. USE NCDOT ROADWAY STANDARD DRAWING , SHEET 1 OF DRUMS AT 10 FT SPACING AIRPO RT 80 5 DRUMS AT 20 SPACING :1TAPER 20 DRUM SPACING BARCLAY STEP 2: COMPLETE AND RAMP CONSTRUCON ACVIES. PHASE II DETAIL DRUMS AT 20 FT SPACING NORTH OF AIRPORT TCP-2

7 PROJECT PHASING 50 RN LUTHERKING JR CENTER LANE W INTAIN ACCESS WAY 12.5 APPROACH SHIFT TAPER ROAD MT. BOLUS 120 BUFFER SPACE PHASE II WORK AREA DRUMS AT 35 FT PHASE II WORK AREA 120 BUFFER SPACE BOLINW OOD INTAIN THE INGRESS AND EGRESS ALL WAYS AND ALL SIDE ROADS AT ALL MES. INTAIN CLOSE COORDINAON WITH ANY/ALL ULITY CONTRACRS ON SITE IF PRESENT. DO NOT OVERLAP OR PLACE CONFLICNG TRAFFIC CONTROL DEVICES IF ANY ULITY CONSTRUCON IS ONGOING. COORDINAON SHALL BE CONNUOUS THROUGHOUT THE ENRE PROJECT CONTRACT. PHASE I STEP 1: PRIOR BEGINNING ANY CONSTRUCON ACVIES, INSTALL WORK ZONE ADVANCED SIGNS. IF WORK IS NOT PURSUED THREE DAYS OF SIGN INSTALLAON, THE SIGNS SHALL BE COVERED OR REMOVED IN A METHOD APPROVED BY THE. STEP 2: USING GERS AS NECESSARY, PLACE TRAFFIC CONTROL DEVICES AS SHOWN. STEP 3: COMPLETE ISLAND INSTALLAON ACVIES AS DIRECTED BY. PHASE II STEP 1: UPON COMPLEON OF PHASE I WORK, ADJUST TRAFFIC CONTROL DEVICES USING GERS AS NECESSARY CLOSE S. USE NCDOT SERVICES ROADWAY STANDARD DRAWING , SHEET 1 OF 15. STEP 2: COMPLETE RAMP CONSTRUCON ACVIES APPROACH SHIFT TAPER WN OF CHAPEL HILL / / /- RN LUTHER KING JR. BARCLAY ROAD A B C REFER ROADWAY STANDARD DRAWING , SHEETS 2 OF 15 AND 7 OF 15 FOR APPLICABLE NOTES. MT. BOLUS ROAD BOLINWOOD C B A 200 +/ / /- HILLSBOROUGH STREET UMSTEAD CENTER LANE W9-3 INTAIN ACCESS WAY 2 A W20-5 R W4-2R B C W20-5 R NORTH OF BOLINWOOD TCP-3