TIP PROJECT No. U-4424 - NCDOT
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C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A 3 0 ’ E X I S T . E X I S T . E X I S T . 9 4 . 5 3 -L- POT Sta. 10+00.00 -L- PC Sta. 10+13.43 -L- PC Sta. 33+79.45 -L- PT Sta. 35+66.11 -L- TS Sta. 45+51.35 -L- SC Sta. 47+51.35 -L- CS Sta. 52+47.25 -L- ST Sta. 54+47.25 -L- POT Sta. 25+61.29= -Y2- POT Sta. 12+01.65 -Y2- POT Sta. 10+00.00 -Y4- POT Sta. 12+52.13 - Y 3 - P T S t a . 11 + 14 . 80 -Y3- PC Sta. 10+42.27 - Y 4 - P O T S t a . 10 + 00 . 00 - L - P O T S t a . 36 + 33 . 79 = -Y1- POT Sta. 10+00.00 -Y- POT Sta. 10+00.00 -L- POC Sta. 13+73.49 = -Y- PT Sta. 14+12.93 -Y- POT Sta. 14+44.64 -L- POT Sta. 97+24.94 = -Y5- POT Sta. 12+03.06 -Y5- POT Sta. 10+00.00 -Y5- PC Sta. 10+32.07 -Y5- PT Sta. 10+92.58 -Y2- STA. 11+11.55 -Y1- POT Sta. 14+55.21 BEGIN CONSTRUCTION -Y4- STA. 11+04.71 END CONSTRUCTION -Y3- POT Sta. 10+00.00 BEGIN CONSTRUCTION -Y3- POT Sta. 12+01.00 -L- POT Sta. 36+29.08= -Y3- STA. 10+98.00 -L- PT Sta. 14+80.18 -Y- PC Sta. 13+09.30 - L - P O C S t a . 1 0 4 + 68 . 35 = -Y7- POT Sta. 12+41.09 -L- POC Sta. 108+46.53 = -Y8- POT Sta. 10+00.00 -Y6- POT Sta. 12+00.86 -L- POT Sta. 117+96.34 = -Y8- POT Sta. 14+34.20 BEGIN CONSTRUCTION -Y5- STA. 11+03.35 -Y6- STA. 11+30.00 END CONSTRUCTION -Y7- STA. 11+39.18 BEGIN CONSTRUCTION -DR1- POT Sta. 10+00.00 -L- TS Sta. 97+75.72 - L - C S S t a . 111 + 39 . 09 - L - S T S t a . 113 + 3 9 . 0 9 -L- PC Sta. 118+43.36 -L- POT Sta. 139+78.42 - Y 6 - P O T S t a . 9 + 98 . 97 -DR1- POT Sta. 11+96.67 -L- Sta. 123+76.69 = -Y7- PT Sta. 11+14.75 -Y7- PC Sta. 10+12.05 -Y7- POT Sta. 10+00.00 -L- POT Sta. 134+31.19 = -Y9- POC Sta. 15+01.57 -L- PT Sta. 134+06.13 -Y9- PT Sta. 20+57.50 -Y9- PC Sta. 16+29.62 -Y9- PT Sta. 15+61.86 -Y9- POT Sta. 10+00.00 -L- SC Sta. 99+75.72 PUBLIC MEETING MAP DESIGN DATA FUNCTIONAL CLASS. DESIGN SPEED MAX. SUPERELEVATION TIP PROJECT No. U-4424 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS = 50 MPH UTILITY INFORMATION UTILITY EASEMENTS, ARE PRELIMINARY AND ARE SUBJECT TO CHANGE. POTENTIAL UTILITY EASEMENTS. THE DESIGNS SHOWN ON THESE MAPS, INCLUDING SHOWN ON THESE MAPS IS LIMITED TO LOCATIONS OF MAJOR EXISTING AND NOT SHOWN ON THESE MAPS OR ON OTHER DISPLAYS. THE UTILITY INFORMATION TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED UTILITIES ARE DRIVEWAY NOTE DRIVEWAYS LOCATIONS WILL BE FINALIZED AT A LATER DATE. PRELIMINARY PLANS AND ARE SUBJECT TO CHANGE. DRIVEWAYS ARE SHOWN; HOWEVER, AS MAPS ARE BASED ON EDGECOMBE COUNTY HPB ORTHOPHOTO DATA = MINOR ARTERIAL = 0.04 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION STATE PROJECT No. 39062.1.2 DATE OF MEETING: MAY 2019 NC ONEMAP GEOSPATIAL DATA ORTHOPHOTOGRAPHY FROM 2017 0’ 100’ 200’ 50’ 100’ (ENGLISH) HPB DESIGN DATA FUNCTIONAL CLASS. DESIGN SPEED MAX. SUPERELEVATION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS = 50 MPH UTILITY INFORMATION UTILITY EASEMENTS, ARE PRELIMINARY AND ARE SUBJECT TO CHANGE. POTENTIAL UTILITY EASEMENTS. THE DESIGNS SHOWN ON THESE MAPS, INCLUDING SHOWN ON THESE MAPS IS LIMITED TO LOCATIONS OF MAJOR EXISTING AND NOT SHOWN ON THESE MAPS OR ON OTHER DISPLAYS. THE UTILITY INFORMATION TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED UTILITIES ARE DRIVEWAY NOTE DRIVEWAYS LOCATIONS WILL BE FINALIZED AT A LATER DATE. PRELIMINARY PLANS AND ARE SUBJECT TO CHANGE. DRIVEWAYS ARE SHOWN; HOWEVER, AS MAPS ARE BASED ON ORTHOPHOTO DATA = MINOR ARTERIAL = 0.04 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION NC ONEMAP GEOSPATIAL DATA ORTHOPHOTOGRAPHY FROM 2017 0’ 100’ 200’ 50’ 100’ (ENGLISH) (MAPS 1 OF 1) NC 111 (WILSON ROAD) FROM NC 122 (McNAIR ROAD) TO US 64 ALTERNATE (WESTERN BOULEVARD) P U B L I C M EET I NG M A P T I P P ROJ E C T No . U - 4424 E DGE C OM B E C OUNT Y S T A TE P ROJ E C T No . 39062 . 1 . 2 DA TE OF M EET I NG: M AY 2019 ( M A PS 1OF 1 ) NC 111( W I L S ON ROAD )F ROM NC 122 ( M c NA I R R OAD ) T O U S 64 A LTE RNA TE ( W E S TE RN B OU LE VA RD ) P U B L I C M EET I NG M A P T I P P ROJ E C T No . U - 4424 E DGE C OM B E C OUNT Y S T A TE P ROJ E C T No . 39062 . 1 . 2 DA TE OF M EET I NG: M AY 2019 ( M A PS 1OF 1 ) NC 111( W I L S ON ROAD )F ROM NC 122 ( M c NA I R ROAD ) T O U S 64 A LTE RNA TE ( W E S TE RN B OU LE VA RD ) C A HPB HPB C A HPB HPB C A ADT 2018 TRAFFIC DIAGRAM NC 122 NC 111 NC 111 2045 5,600 6,400 2,700 3,000 5,300 6,000 7,800 9,000 SARA LEE RD 3000 3,500 1,300 1,500 300 300 1,100 1,300 ADT 2018 TRAFFIC DIAGRAM NC 111 NC 111 2045 2,400 2,600 5,900 6,800 5,500 6,200 EDGECOMBE COMMUNITY COLLEGE RD 1,400 1,600 1,000 1,000 30 " RC P 3 6 " RC P 3 6 " C M P D I D I C -L- 12’ 12’ 8’ 12’ 2’ 14’-6" PATH MULTI-USE 10’ 2’ 2’-6" VAR 22’ +/- L WILSON ST. -L- 2’-6" C -L- 12’ 12’ 8’ 12’ 2’ 14’-6" PATH MULTI-USE 10’ 2’ 2’-6" VAR 22’ +/- L WILSON ST. -L- 2’-6" ADT 2018 TRAFFIC DIAGRAM NC 111 NC 111 2045 1,900 2,200 9,100 10,400 7,600 8,600 SR 1351 BARLOW RD 200 200 1,700 2,000 ADT 2018 TRAFFIC DIAGRAM NC 111 NC 111 2045 17,000 19,200 18,000 20,400 8,900 10,200 9,100 10,400 US 64 ALT 2,200 2,500 2,700 3,100 2,600 3,000 3,300 3,800 F F F F F F F C C F F F F F F F F F F F F F F F F F C C F C C F F F C F C C C F F F F C C C F F C C F F F C F F C C F C C F F C F C C C C F C F C F F C F F F C F C F F C C F C F C F C F C F C C F F C C F F C F C C F F F F F F F F F F F F PI Sta 12+46.81 D L = 466.76’ T = 233.38’ R = 30,000.00’ -L- CURVE DATA P I S t a1 3 + 6 1 . 14 D L= 10 3 . 63 ’ T = 5 1 . 84 ’ R = 1 , 5 00 . 00 ’ -Y- CURVE DATA e = NC D = 50 MPH s PI Sta 34+72.78 D L = 186.66’ T = 93.33’ R = 40,000.00’ -L- CURVE DATA e = NC Ds = 50 MPH PIs Sta 46+84.69 F Ls = 200.00’ LT = 133.34’ ST = 66.67’ PI Sta 49+99.84 D L = 495.90’ T = 248.49’ R = 3,061.00’ -L- CURVE DATA e = 3% Ds = 50 MPH PI Sta 10+78.59 D L = 72.53’ T = 36.33’ R = 500.00’ -Y3- CURVE DATA PI Sta 34+72.78 D L = 186.66’ T = 93.33’ R = 40,000.00’ e = NC Ds = 50 MPH PI Sta 49+99.84 D L = 495.90’ T = 248.49’ R = 3,061.00’ PIs Sta 53+13.92 F Ls = 200.00’ LT = 133.34’ ST = 66.67’ -L- CURVE DATA e = 3% Ds = 50 MPH -Y5- CURVE DATA PI Sta 10+62.33 D L = 60.50’ T = 30.26’ R = 1,000.00’ -L- CURVE DATA -L- CURVE DATA -L- CURVE DATA e = 3% Ds = 50 MPH e = 3% Ds = 50 MPH e = 2.5% Ds = 50 MPH RunOff = 75’ -Y7- CURVE DATA P I S t a1 0 + 64 . 20 D L = 102.71’ T = 52.15’ R = 240 . 0 0 ’ P I S t a15 + 31 . 64 D L = 60.45’ T = 30.23’ R = 2 , 500 . 00 ’ PI Sta 18+44.23 D L = 427.89’ T = 214.61’ R = 2,220.00’ -Y9- CURVE DATA e = 2.5% Ds = 50 MPH RunOff = 75’ P I S t a126 + 29 . 8 4 D L= 1 , 5 6 2 . 7 7 ’ T = 7 8 6 . 49 ’ R = 5 , 605 . 00 ’ P I sS t a99 + 09 . 06 F L s= 200 . 00 ’ LT = 133 . 34 ’ S T = 66 . 67 ’ PI Sta 105+64.93 D L = 1,163.37’ T = 589.21’ R = 2,975.00’ P I S t a105 + 6 4 . 93 D L = 1,163.37’ T = 589.21’ R = 2,975.00’ P I sS t a112 + 05 . 76 F Ls = 200.00’ LT = 133.34’ ST = 66.67’ P I S t a126 + 29 . 84 D L= 1 , 562 . 77 ’ T = 786 . 49 ’ R = 5 , 605 . 00 ’ E D S T I T H H E I R S NO D EE D R E F E R E N C E F O UND P A U L I N E J O N E S L I LL I E MAYO E A R L I N E R E I D E D WA R D S L O R ELL DA WS ON e t a l MI C H A EL L e t a l A ND E R S ON J R LE S TE R D U BC O L . L . C . D B 1547 P G 1091 D U BC O L . L . C . D B 1547 P G 1091 T R A N SP O R T A T I O N N C D E P A R T ME N T O F C O MMON S L . L . C . T A RB O R O C O MMON S L . L . C . T A RB O R O V E R ON I C A WI LL A R D J O R DAN & C O MMON S L . L . C . T A R B O R O C O MMON S L . L . C . T A RB O R O C O MMON S L . L . C . T A RB O R O C O MMON S L . L . C . T A R B O R O COM M ONS L . L . C. T ARBORO COMM ONS L . L . C. T ARBORO P OOL AS S OC. S W I M M I NG SP E NCE R’ S W OODS C O MMON S L . L . C . T A RB O R O C O MMON S L . L . C . T A RB O R O E D D I E MANN I N G E D WA R D H E TE R & C O MMON S L . L . C . T A RB O R O C O MP AN Y I N C P I E D MON T NA T U R A L GA S C O MMUN I T Y C O LLE G E E DG E C O MB E T A RB O R O T O WN O F B I LL Y W T R E VA T H AN e t a l B I LL Y W T R E VA T HAN e t a l L I F E G I V I NG C H R I S T I AN C H U RC H I N C R E N T A L S LL C A I N S LE Y T R E VA T HAN B I LL Y & J E AN S AVAG E S Y L V I A HA RR Y & P ETT A WAY J O G E NA T R E VA T H A N B I LL Y & J E A N R E N T A L S LL C A I N S L E Y L AN C A S TE R S AND R A C L A R K MA R T H A DAV I S YO L ANDA MO RR I S & MI L D R E D DAV I S YO L ANDA T R E VA T HAN B I LL Y & J E AN T R E VA T H AN B I LL Y & J E AN V E R I V E C A T H E R I N E B U R G E S S , J R . WI LL I E E A R L K I NG J E SS I E K I N G R E N T A L S L L C A I N S L E Y A I N S L E Y e t a l C HA R L E S J O N E S S AND R A P I PP E N e t a l C L AY T ON TE RE S A P T I LLE RY WI LL I A M HA R T L I F E E S T A TE J A ME S BR O WN M I CHAEL RE NE HART e t a l L I F E E S T T AY L O R MA R Y ANN WE BB G E N E R O B E R T WE B B R O B E R T G DO L B E RR Y L I NDA H DA WK I N S J E AN B A R B A R A e t a l MY E R S ADA M J O S HUA T A R B O R O T O WN O F J A ME S I N EZ D P A R K E R e t a l A R A B ELL L I F E E S T e t a l MO S E S WO R S LE Y MO S S J UD I T H L J UD I T H L MO S S C H U R C H E P I S C O P A L Z I O N MET HOD I S T D I S T R I C T A F R I C AN E P I S C O P A L C A R O L I N A E A S T E R N NO R T H T R U S T E E S F O R T U E K E LL I A J O N E S C H E RR Y MA RC I A V WE BB R O B E R T G J ON E S E A R L D E AN e t a l WI LL I A M A S C O T T e t a l L O R E N Z O T Y S ON MO S S J UD I T H L e t a l HO LL O MAN E D WA R D W e t a l B E N J A C K I E S T R O MA I N S U MME R L I N S A MU EL HA R P E R EL I Z A B E T H J MO SS J UD I T H L e t a l R OUN T R E E MEL V I N J A RR E TT K O L TE N B L YO N S L A T I F AH S e t a l R AD F O R D J R K E R MI T R OG E R C H R I S T I NA C H E RR Y KN I GH T L I MI TE D P A R T N E R S H I P T A R B O R O S Q UA R E G L A SS e t a l L A MON T DONN I E J AN I E B B A TTLE T OU ME Y e t a l R O S E MA R Y E P AY T O N C EL I A H E I R S e t a l J AN I E B B A T TLE AND TELE G R A P H C O C A R O L I N A TELE P H O N E P L A T I A LL C H I L MA LL C A U D R E Y L O C K E S H E A R I N LL C H I L MA L L C H I L MA G R E E N S LL C E A S TE R N P R I D E LL C CR E D I T U N I ON S T A T E E MP L OY E E S ’ T A R B O R O T O WN O F R E E S E e t a l T O MMY BR O WN B I R T H L e t a l DAV I D I R A LL C e t a l A ME R I C AN e t a l S E S S O MS F R EE MAN DA V I D T A R B O R O T O WN O F J A ME S B I LL Y R AY B AK E R e t a l J ET T A KN I GH T e t a l HU SS E Y HO R A C E B P A T N E R S H I P L I MI TE D C O MP A NY T H E BR Y ANNA P R O P E R T I E S L L C C OA S T A L P L A I N S MA R I T A L T R U S T T R U S TEE O F A U D R E Y L S H E A R I N P OOL AS S OC. S W I M M I NG SP E NCE R’ S W OODS F I R E T O WE R C O MMUN I T Y C O LLE G E E DG E C O MB E C O MMUN I T Y C O LLE G E E DG E C O MB E C O MMI SS I ON P U B L I C WO R K S N C S T A TE H WY & C O MMI SS I ON P U B L I C WO R K S N C S T A TE H WY & MA I N TE NAN C E E DG E C O MB E O R G . E N T R E P R E N E U R E DG E C O MB E A P A R T ME N T S E DG E WOO D P L A C E C HU RC H D EL I V E R AN C E S A L VA T I ON A N D G E N E R A L DO LL A R HA R D EE S K F C G A S S T A T I ON S H EL L T O WN O F T A RB O R O K E I H I N C A R O L I NA S Y S TE M TE C HNO L OGY I N C TE C HNO L OGY I N C K E I H I N C A R O L I NA S Y S TE M GA S C O M P ANY I N C P I E D M ON T NA T U R A L C E ME T E R Y S T . L U K E C E METE R Y WI L S O N S T R EET 10 1 5 2 0 2 5 30 35 10 4 0 4 5 50 5 5 60 65 7 0 75 80 90 85 95 100 1 05 110 11 5 12 0 125 130 135 1 0 10 1 0 15 20 10 LEGEND AND GUTTER PROPOSED STRUCTURES, ISLAND, CURB PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY EXISTING ROADWAY TO BE REMOVED PROPERTY LINES BUILDINGS EXISTING RIGHT OF WAY LAKES, RIVER, STREAMS AND PONDS EXISTING CONTROL OF ACCESS PROPOSED TRAFFIC SIGNAL PROPOSED RIGHT OF WAY EXISTING STRUCTURES, ISLAND, CURB TO BE REMOVED TO BE RETAINED EXISTING STRUCTURES, ISLAND, CURB AND GUTTER AND GUTTER EXISTING UTILITY EASEMENT CEMETERIES HISTORIC PROPERTY BOUNDARY CONSTRUCTION AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, EXISTING TRAFFIC SIGNAL LEGEND AND GUTTER PROPOSED STRUCTURES, ISLAND, CURB PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY EXISTING ROADWAY TO BE REMOVED PROPERTY LINES BUILDINGS EXISTING RIGHT OF WAY LAKES, RIVER, STREAMS AND PONDS EXISTING CONTROL OF ACCESS PROPOSED TRAFFIC SIGNAL PROPOSED RIGHT OF WAY EXISTING STRUCTURES, ISLAND, CURB TO BE REMOVED TO BE RETAINED EXISTING STRUCTURES, ISLAND, CURB AND GUTTER AND GUTTER EXISTING UTILITY EASEMENT CEMETERIES HISTORIC PROPERTY BOUNDARY CONSTRUCTION AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, EXISTING TRAFFIC SIGNAL LEGEND AND GUTTER PROPOSED STRUCTURES, ISLAND, CURB PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY EXISTING ROADWAY TO BE REMOVED PROPERTY LINES BUILDINGS EXISTING RIGHT OF WAY LAKES, RIVER, STREAMS AND PONDS EXISTING CONTROL OF ACCESS PROPOSED TRAFFIC SIGNAL PROPOSED RIGHT OF WAY EXISTING STRUCTURES, ISLAND, CURB TO BE REMOVED TO BE RETAINED EXISTING STRUCTURES, ISLAND, CURB AND GUTTER AND GUTTER EXISTING UTILITY EASEMENT CEMETERIES HISTORIC PROPERTY BOUNDARY CONSTRUCTION AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, EXISTING TRAFFIC SIGNAL B E G I N C ON S T R U C T I ON - Y 8 - S T A . 12 + 57 . 84 T O S A R A T OGA T O T A RB O R O - L - - L - - L - - Y 1 - - Y - - Y 2 - - Y 3 - - Y 4 - - L - - L - - L - - L - - L - - L - - Y 5 - - Y 6 - - Y 7 - - L - - L - - L - - Y 8 - - Y 9 - - Y 9 - 111 122 111 111 111 111 111 64 64 64 A LT 64 A LT 111 1 1 1 111 111 111 SP E N C E R D R W I L S ON S T . W I L S ON S T LE I GH ’ S C T T A NN E R C T Z A C HA R Y L N C O MM E RC E C E N T E R D R . W I L S ON S T W I L S O N S T W I L S ON S T S I M PS ON D R W I L S ON S T P R E S T O N D R M c M I LL AN D R B E N S O N D R . B A R L O W R D . S R 1351 W E S TE R N B L VD W E S T E R N B L VD W I L S ON S T W I L S ON S T W I L S ON S T -L- STA. 133+98.83 END STATE PROJECT U-4424 - L - S T A . 13 + 90 . 00 B E G I N S T A TE P R O J E C T U - 4424 12 ’ 12 ’ 12 ’ 18 ’ 18 ’ 1 2 ’ 12 ’ 1 2 ’ 18 ’ 1 8 ’ 12 ’ 1 2 ’ 12 ’ 1 8 ’ 18 ’ 12 ’ 12 ’ 12 ’ 18 ’ 18 ’ 12 ’ 12 ’ 12 ’ 18 ’ 18 ’ 12 ’ 12 ’ 1 2 ’ 18 ’ 18 ’ 2 1 ’ 15 ’ 13 ’ 12 ’ 1 2 ’ 12 ’ 18 ’ 18 ’ 12 ’ 1 2 ’ 1 2 ’ 1 8 ’ 18 ’ 12 ’ 1 2 ’ 1 2 ’ 1 8 ’ 18 ’ 30 ’ 3 0 ’ 30 ’ 1 2 ’ 1 2 ’ 1 2 ’ 1 8 ’ 1 8 ’ 3 0 ’ 18 ’ 30 ’ 12 ’ 1 2 ’ 1 2 ’ 1 2 ’ 12 ’ 12 ’ 12 ’ 12 ’ 18 ’ 1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’ 24 ’ 45 ’ 27 ’ 3 6 ’ 74’ W I L S ON S T W I L S ON S T M c NA I R R D S A R A LEE R D
Transcript of TIP PROJECT No. U-4424 - NCDOT
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30’
EXIST. EXIST.
EXIST.
94.53
-L- POT Sta. 10+00.00
-L- PC Sta. 10+13.43
-L- PC Sta. 33+79.45
-L- PT Sta. 35+66.11
-L- TS Sta. 45+51.35 -L- SC Sta. 47+51.35
-L- CS Sta. 52+47.25
-L- ST Sta. 54+47.25
-L- POT Sta. 25+61.29=
-Y2- POT Sta. 12+01.65
-Y2- POT Sta. 10+00.00
-Y4- POT Sta. 12+52.13
-Y3- PT Sta. 11+14.80
-Y3- PC Sta. 10+42.27
-Y4- POT Sta. 10+00.00
-L- POT Sta. 36+33.79 =
-Y1- POT Sta. 10+00.00
-Y- POT Sta. 10+00.00
-L- POC Sta. 13+73.49 =
-Y- PT Sta. 14+12.93
-Y- POT Sta. 14+44.64
-L- POT Sta. 97+24.94 =
-Y5- POT Sta. 12+03.06
-Y5- POT Sta. 10+00.00
-Y5- PC Sta. 10+32.07
-Y5- PT Sta. 10+92.58
-Y2- STA. 11+11.55
-Y1- POT Sta. 14+55.21
BEGIN CONSTRUCTION
-Y4- STA. 11+04.71
END CONSTRUCTION
-Y3- POT Sta. 10+00.00
BEGIN CONSTRUCTION
-Y3- POT Sta. 12+01.00
-L- POT Sta. 36+29.08=
-Y3- STA. 10+98.00
-L- PT Sta. 14+80.18
-Y- PC Sta. 13+09.30
-L- POC Sta. 104+68.35 =
-Y7- POT Sta. 12+41.09
-L- POC Sta. 108+46.53 =-Y8- POT Sta. 10+00.00
-Y6- POT Sta. 12+00.86
-L- POT Sta. 117+96.34 =
-Y8- POT Sta. 14+34.20
BEGIN CONSTRUCTION
-Y5- STA. 11+03.35
-Y6- STA. 11+30.00
END CONSTRUCTION
-Y7- STA. 11+39.18
BEGIN CONSTRUCTION
-DR1- POT Sta. 10+00.00
-L- TS Sta. 97+75.72
-L- CS Sta. 111+39.09
-L- ST Sta. 113+39.09
-L- PC Sta. 118+43.36
-L- POT Sta. 139+78.42
-Y6- POT Sta. 9+98.97
-DR1- POT Sta. 11+96.67
-L- Sta. 123+76.69 =
-Y7- PT Sta. 11+14.75
-Y7- PC Sta. 10+12.05
-Y7- POT Sta. 10+00.00
-L- POT Sta. 134+31.19 =
-Y9- POC Sta. 15+01.57
-L- PT Sta. 134+06.13
-Y9- PT Sta. 20+57.50
-Y9- PC Sta. 16+29.62
-Y9- PT Sta. 15+61.86
-Y9- POT Sta. 10+00.00
-L- SC Sta. 99+75.72
PUBLIC MEETING MAP
DESIGN DATA
FUNCTIONAL CLASS.
DESIGN SPEED
MAX. SUPERELEVATION
TIP PROJECT No. U-4424
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
= 50 MPH
UTILITY INFORMATION
UTILITY EASEMENTS, ARE PRELIMINARY AND ARE SUBJECT TO CHANGE.
POTENTIAL UTILITY EASEMENTS. THE DESIGNS SHOWN ON THESE MAPS, INCLUDING
SHOWN ON THESE MAPS IS LIMITED TO LOCATIONS OF MAJOR EXISTING AND
NOT SHOWN ON THESE MAPS OR ON OTHER DISPLAYS. THE UTILITY INFORMATION
TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED UTILITIES ARE
DRIVEWAY NOTE
DRIVEWAYS LOCATIONS WILL BE FINALIZED AT A LATER DATE.
PRELIMINARY PLANS AND ARE SUBJECT TO CHANGE.
DRIVEWAYS ARE SHOWN; HOWEVER, AS MAPS ARE BASED ON
EDGECOMBE COUNTY
HPB
ORTHOPHOTO DATA
= MINOR ARTERIAL
= 0.04
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
STATE PROJECT No. 39062.1.2
DATE OF MEETING: MAY 2019
NC ONEMAP GEOSPATIAL DATAORTHOPHOTOGRAPHY FROM 2017
0’ 100’ 200’
50’
100’
(ENGLISH)
HPB
DESIGN DATA
FUNCTIONAL CLASS.
DESIGN SPEED
MAX. SUPERELEVATION
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
= 50 MPH
UTILITY INFORMATION
UTILITY EASEMENTS, ARE PRELIMINARY AND ARE SUBJECT TO CHANGE.
POTENTIAL UTILITY EASEMENTS. THE DESIGNS SHOWN ON THESE MAPS, INCLUDING
SHOWN ON THESE MAPS IS LIMITED TO LOCATIONS OF MAJOR EXISTING AND
NOT SHOWN ON THESE MAPS OR ON OTHER DISPLAYS. THE UTILITY INFORMATION
TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED UTILITIES ARE
DRIVEWAY NOTE
DRIVEWAYS LOCATIONS WILL BE FINALIZED AT A LATER DATE.
PRELIMINARY PLANS AND ARE SUBJECT TO CHANGE.
DRIVEWAYS ARE SHOWN; HOWEVER, AS MAPS ARE BASED ON
ORTHOPHOTO DATA
= MINOR ARTERIAL
= 0.04
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
NC ONEMAP GEOSPATIAL DATAORTHOPHOTOGRAPHY FROM 2017
0’ 100’ 200’
50’
100’
(ENGLISH)
(MAPS 1 OF 1)
NC 111 (WILSON ROAD) FROM NC 122 (McNAIR ROAD)TO US 64 ALTERNATE (WESTERN BOULEVARD)
PU
BLIC
ME
ETIN
G
MA
PTIP P
ROJE
CT
No. U-4424
ED
GE
CO
MB
E
CO
UN
TY
ST
AT
E P
ROJE
CT
No. 39062.1.2
DA
TE
OF
ME
ETIN
G:
MA
Y 2019
(MA
PS 1
OF 1)
NC 11
1 (W
ILS
ON
RO
AD)
FR
OM
NC 12
2 (M
cN
AIR
RO
AD)
TO
US 64 A
LT
ER
NA
TE (W
ES
TE
RN
BO
UL
EV
AR
D)
PU
BLIC
ME
ETIN
G
MA
PTIP P
ROJE
CT
No. U-4424
ED
GE
CO
MB
E
CO
UN
TY
ST
AT
E P
ROJE
CT
No. 39062.1.2
DA
TE
OF
ME
ETIN
G:
MA
Y 2019
(MA
PS 1
OF 1)
NC 11
1 (W
ILS
ON
RO
AD)
FR
OM
NC 12
2 (M
cN
AIR
RO
AD)
TO
US 64 A
LT
ER
NA
TE (W
ES
TE
RN
BO
UL
EV
AR
D)
C
A
HPB
HPB
C
A
HPB
HPB
C
A
ADT2018
TRAFFIC DIAGRAM
NC 122
NC 111 NC 111
2045
5,600
6,400
2,700
3,000
5,300
6,000
7,800
9,000
SARA LEE RD
3000
3,500
1,300
1,500
300
300
1,100
1,300
ADT2018
TRAFFIC DIAGRAM
NC 111 NC 111
2045
2,400
2,600
5,900
6,800
5,500
6,200
EDGECOMBE COMMUNITY COLLEGE RD
1,400
1,600
1,000
1,000
30" RCP
36" RCP
36" CMP
DI
DI
C -L-
12’ 12’8’ 12’
2’
14’-6"
PATHMULTI-USE
10’ 2’
2’-6"
VAR 22’ +/-
L
WILSON ST. -L-2’-6"
C -L-
12’ 12’8’ 12’
2’
14’-6"
PATHMULTI-USE
10’ 2’
2’-6"
VAR 22’ +/-
L
WILSON ST. -L-2’-6"
ADT2018
TRAFFIC DIAGRAM
NC 111 NC 111
20451,900
2,200
9,100
10,400
7,600
8,600
SR 1351 BARLOW RD
200
200
1,700
2,000
ADT2018
TRAFFIC DIAGRAM
NC 111 NC 111
2045
17,000
19,200
18,000
20,400
8,900
10,200
9,100
10,400
US 64 ALT
2,200
2,500
2,700
3,100
2,600
3,000
3,300
3,800
F
F
FF
F
F
F
C
C
F
F
F
FF
F
F
F
F
F
F
F
F
F
F
F
FC
CF
CC
F
F
F
C
F
CC
C
F
F
F
FC
C
C
F
FC
CF
F
F CF
F
CC
FC
C
F
F
C
F
C
CC
C
F
C
F
C
FF
CF
F
F
C
FC
F
FC
C
F
CF
CF
C FC
F
C
C
F
F
C
C
F
F
CF
CC
F
F
F
F
F
F
F
F
FF
F
F
PI Sta 12+46.81
D
L = 466.76’
T = 233.38’
R = 30,000.00’
-L- CURVE DATA
PI Sta 13+61.14
D
L = 103.63’
T = 51.84’
R = 1,500.00’
-Y- CURVE DATA
e = NC
D = 50 MPHs
PI Sta 34+72.78
D
L = 186.66’
T = 93.33’
R = 40,000.00’
-L- CURVE DATA
e = NC
Ds = 50 MPH
PIs Sta 46+84.69
F
Ls = 200.00’
LT = 133.34’
ST = 66.67’
PI Sta 49+99.84
D
L = 495.90’
T = 248.49’
R = 3,061.00’
-L- CURVE DATA
e = 3%
Ds = 50 MPH
PI Sta 10+78.59
D
L = 72.53’
T = 36.33’
R = 500.00’
-Y3- CURVE DATA
PI Sta 34+72.78
D
L = 186.66’
T = 93.33’
R = 40,000.00’
e = NC
Ds = 50 MPH
PI Sta 49+99.84
D
L = 495.90’
T = 248.49’
R = 3,061.00’
PIs Sta 53+13.92
F
Ls = 200.00’
LT = 133.34’
ST = 66.67’
-L- CURVE DATA
e = 3%
Ds = 50 MPH
-Y5- CURVE DATA
PI Sta 10+62.33
D
L = 60.50’
T = 30.26’
R = 1,000.00’
-L- CURVE DATA
-L- CURVE DATA
-L- CURVE DATA
e = 3%
Ds = 50 MPH
e = 3%
Ds = 50 MPH
e = 2.5%
Ds = 50 MPH
RunOff = 75’
-Y7- CURVE DATA
PI Sta 10+64.20D
L = 102.71’T = 52.15’R = 240.00’
PI Sta 15+31.64D
L = 60.45’T = 30.23’R = 2,500.00’
PI Sta 18+44.23
D
L = 427.89’
T = 214.61’
R = 2,220.00’
-Y9- CURVE DATA
e = 2.5%
Ds = 50 MPH
RunOff = 75’
PI Sta 126+29.84D
L = 1,562.77’T = 786.49’R = 5,605.00’
PIs Sta 99+09.06
F
Ls = 200.00’
LT = 133.34’
ST = 66.67’
PI Sta 105+64.93
D
L = 1,163.37’
T = 589.21’
R = 2,975.00’
PI Sta 105+64.93D
L = 1,163.37’T = 589.21’R = 2,975.00’
PIs Sta 112+05.76F
Ls = 200.00’LT = 133.34’ST = 66.67’
PI Sta 126+29.84
D
L = 1,562.77’
T = 786.49’
R = 5,605.00’
ED STITH HEIRS
NO DEED REFERENCE FOUND
PAULINE JONES
LILLIE MAYO
EARLINE REID
EDWARDS
LORELL
DAWSON et al
MICHAEL L
et al
ANDERSON JR
LESTER
DUBCO L.L.C.DB 1547 PG 1091 DUBCO L.L.C.DB 1547 PG 1091
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MOSS JUDITH L
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CHURCHEPISCOPAL ZION METHODIST DISTRICT AFRICAN EPISCOPAL CAROLINA EASTERN NORTH TRUSTEES FOR
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et alLORENZOTYSON MOSS JUDITH L
et alHOLLOMANEDWARD W
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et alROUNTREEMELVIN
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RADFORD JR
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lAMERICAN
et alSESSOMSFREEMANDAVID
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COMMUNITY COLLEGEEDGECOMBE COMMUNITY COLLEGE
EDGECOMBE
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CEMETERY
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WILSON STREET
10
15
20
25
30
35
10
40
45
50
55
60
65
70
75
80
90
85
95
100
105
110
115
120
125
130
135
10
10
10
15
20
10
LEGEND
AND GUTTERPROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
TO BE REMOVED
PROPERTY LINES
BUILDINGS
EXISTING RIGHT OF WAY
LAKES, RIVER, STREAMS AND PONDS
EXISTING CONTROL OF ACCESS
PROPOSED TRAFFIC SIGNAL
PROPOSED RIGHT OF WAY
EXISTING STRUCTURES, ISLAND, CURBTO BE REMOVED
TO BE RETAINEDEXISTING STRUCTURES, ISLAND, CURBAND GUTTER
AND GUTTER
EXISTING UTILITY EASEMENT
CEMETERIES
HISTORIC PROPERTY BOUNDARY
CONSTRUCTION AND UTILITY)PROPOSED EASEMENTS (DRAINAGE,
EXISTING TRAFFIC SIGNAL
LEGEND
AND GUTTERPROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
TO BE REMOVED
PROPERTY LINES
BUILDINGS
EXISTING RIGHT OF WAY
LAKES, RIVER, STREAMS AND PONDS
EXISTING CONTROL OF ACCESS
PROPOSED TRAFFIC SIGNAL
PROPOSED RIGHT OF WAY
EXISTING STRUCTURES, ISLAND, CURBTO BE REMOVED
TO BE RETAINEDEXISTING STRUCTURES, ISLAND, CURBAND GUTTER
AND GUTTER
EXISTING UTILITY EASEMENT
CEMETERIES
HISTORIC PROPERTY BOUNDARY
CONSTRUCTION AND UTILITY)PROPOSED EASEMENTS (DRAINAGE,
EXISTING TRAFFIC SIGNAL
LEGEND
AND GUTTERPROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
TO BE REMOVED
PROPERTY LINES
BUILDINGS
EXISTING RIGHT OF WAY
LAKES, RIVER, STREAMS AND PONDS
EXISTING CONTROL OF ACCESS
PROPOSED TRAFFIC SIGNAL
PROPOSED RIGHT OF WAY
EXISTING STRUCTURES, ISLAND, CURBTO BE REMOVED
TO BE RETAINEDEXISTING STRUCTURES, ISLAND, CURBAND GUTTER
AND GUTTER
EXISTING UTILITY EASEMENT
CEMETERIES
HISTORIC PROPERTY BOUNDARY
CONSTRUCTION AND UTILITY)PROPOSED EASEMENTS (DRAINAGE,
EXISTING TRAFFIC SIGNAL
BEGIN CONSTRUCTION-Y8- STA. 12+57.84
TO SARATOGA
TO TARBORO-L-
-L-
-L-
-Y1-
-Y-
-Y2-
-Y3-
-Y4-
-L-
-L-
-L-
-L-
-L-
-L-
-Y5-
-Y6-
-Y7-
-L-
-L-
-L-
-Y8-
-Y9-
-Y9-
111
122
111
111
111
111
111
64
64
64
ALT
64
ALT
111
111
111
111
111
SP
EN
CE
R
DR
WILSON ST.
WILSON ST
LEIGH’S CT
TANNER CT
ZA
CH
AR
Y
LN
CO
MM
ER
CE
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NT
ER
DR.
WILSON ST
WILSON ST
WILSON ST
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Mc
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DR
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SR 1351
WES
TE
RN
BL
VD
WES
TE
RN
BL
VD
WILSON ST
WILSON ST
WILSON ST
-L- STA. 133+98.83
END STATE PROJECT U-4424
-L- STA. 13+90.00
BEGIN STATE PROJECT U-4424
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12’ 24’
45’
27’
36’
74’
WILSON ST
WILSON ST
Mc
NAI
R
RD
SA
RA
LE
E
RD
