1
A B C D -L- CURVE DATA PIs Sta 16+21.81 F Ls = 165.00' LT = 110.02' ST = 55.02' PI Sta 18+94.79 D L = 432.96' T = 217.99' R = 1,500.00' PIs Sta 25+10.09 F Ls = 240.00' LT = 160.34' ST = 80.31' PI Sta 28+58.21 D L = 504.85' T = 268.45' R = 600.00' PI Sta 35+19.00 D L = 298.55' T = 149.28' R = 11,500.00' SE = 08 RO = SEE PLANS SE = 025 RO = SEE PLANS SE = 08 RO = SEE PLANS PIs Sta 21+89.80 Ls = 240.00' LT = 160.05' ST = 80.05' F PIs Sta 12+14.37 F Ls = 275.00' LT = 186.89' ST = 94.91' PIs Sta 23+39.41 F F Ls = 210.00' LT = 140.28' ST = 72.88' PI Sta 25+09.15 D L = 65.25' T = 32.63' R = 11,470.00' PI Sta 16+99.64 D L = 964.03' T = 397.15' R = 230.00' -Y1RPA- CURVE DATA -Y1LPA- CURVE DATA SE = 08 RO = SEE PLANS PIs Sta 11+10.03 F Ls = 165.00' LT = 110.03' ST = 55.02' PI Sta 14+78.26 D L = 612.85' T = 313.26' R = 1,200.00' PIs Sta 18+57.93 F Ls = 240.00' LT = 160.08' ST = 80.08' PIs Sta 21+78.47 F Ls = 240.00' LT = 160.62' ST = 80.56' PI Sta 24+76.51 D L = 406.36' T = 218.66' R = 444.00' PIs Sta 11+24.47 F Ls = 135.00' LT = 90.01' ST = 45.01' PI Sta 15+41.90 D L = 729.73' T = 372.44' R = 1,480.00' -Y1RPD- CURVE DATA RO = SEE PLANS SE = 07 DS = 55 MPH PIs Sta 56+01.59 F Ls = 300.00' LT = 200.03' ST = 100.03' PI Sta 63+42.45 D L = 1,261.39' T = 640.89' R = 2,891.79' RO = SEE PLANS SE = 06 -Y1RPC- CURVE DATA PI Sta 31+50.58 D L = 600.26' T = 300.20' R = 11,500.00' PI Sta 39+22.06 D L = 942.31' T = 471.42' R = 11,500.00' PI Sta 45+65.85 D L = 345.77' T = 172.90' R = 11,500.00' -Y1- CURVE DATA -Y1RPB- CURVE DATA SE = 07 RO = SEE PLANS PI Sta 17+37.08 D L = 972.53' T = 496.60' R = 1,950.00' PIs Sta 11+95.48 Ls = 135.00' LT = 90.01' ST = 45.01' F C E N TE R F OOD K I RB Y ' S T H E P AN T R Y I N C M A R GA R ET H . S ELLE R S H E WETT B A RB A R A T . H E WETT B A RB A R A T . T R I PP B A RB A R A L . R E O F und i ng S o l u ti on sIII LL C R E O F und i ng S o l u ti on s III LL C B A R E F OO T D E WELL S . W J H LL C LL C S o l u t i on s III R E O F u nd i ng S o l u t i on s III L L C R E O F und i n g R E O F und i ng S o l u ti on sIII LL C E M I L Y K . S ELLE R S R U T H GA LL O WAY J . R I C H M OND GA LL O WAY K I N E M A T I C S I N C F OOD L I ON LL C B AY F OOD I N C B O J O C HA P I N LL C L AU R A LEE T H I G P E N S ELLE R S AD R I AN D . F OUN T A I N T I F F ANY R L OU I E A . LE WI S L AU R A H . M O RR I S ON C O LLE G E C O MM UN I T Y BR UN S WI C K S I M P S ON DONA L D R . L AU R A H . M O RR I S ON I NV E S T M E N T S LL C C A M P B ELL BR O T H E R S F I NAN C I A L LL C P E NNON E A B A LL C BR UN S WI C K T HO M A S A M EL I A K . C HU RC H C ON C O R D M ET HOD I S T LLC E N TE R P R I S E S C3 LLC ENTERPRISES C3 A L B E R T H . P A R K E R J R . WAYN E E . E VAN S & P E GGY G . E VAN S G E R A L D S . E VAN S & I L A M A E E VAN S M AN I EL WAN E E VAN S L I NKOU S L UK E L I NKOUS L UK E I NV E S T M E N T S , LL C L OUANN J R ., ET UX L OU I E A . LE WI S R A L P H K I NG ET A L LLC I NV E S T M E N T S C O BR U G R O U N D , LL C BR UN S W I C K M E D I C AL C LE MM ON S J R . WI LL I A M E . H E N R Y O . M I LL I GAN L OU F . M I LL I GAN & H E N R Y O . M I LL I GAN L OU F . M I LL I GAN & M I C HA EL M A R U S HA C K ET UX H E WETT T R I P P L I NDA T H O M PS O N ET U X M I C H A EL E . ET UX T I M O T HY R . J U S T I C E ET UX G E R A L D S . E VAN S ET UX J A M E S N . C A R L I S LE GA LL O WAY S R . J O S E P H R . L AU R A H . T H I G P E N L AU R A H . T H I G P E N ET UX B E N J A M I N L . S ELLE R S ET UX L . S ELLE R S B E N J A M I N ET UX F OUN T A I N DON M . L OU I E A . LE WI S AND T I NA C U L BR ET H W. A . R OA C H F A M I L Y LL C W. A . R OA C H F A M I L Y LL C A L B E R T H . P A R K E R J R . L AU R A H . M O RR I S ON R U T H E . P . BR I TT AND WI F E J U L I AN BR I TT ET V I R R U T H BR I TT M Y R TLE C . WH I TE ET UX R OY HO L D E N ET UX H E N R Y G . HA R V E Y ET UX O TTE N T HO M A S E . AND K I RB Y WAY LL C S U P P L Y V E N T U R E S LL C ET UX T ODD BR A I NA R D ET UX C HA R LE S J . BR I TT J R . ET UX HA R O L D F U LL WOOD C OUN T Y BR UN S WI C K ET UX M AR S HAL L HU E Y B. L I V I NG T R U S T E R M A H . HO RR I S R E VO C A B LE E R M A H . NO RR I S ( T R U S TEE ) & ANN F . GA L D I AN T HONY GA L D I J R . E T UX W I LL I AM A. C LE M M ON S C . O . B L AN T ON ET UX C . O . B L AN T ON ET VI R W AND A W E S C O TT ET UX K E NN ET H D . L ONG L ONG S R . K E NN ET H M . ET UX K E NN ET H M . L ONG ET UX K E NNET H M .L ONG ET U X L O NG KE NN ET H M . T R I P L E TT L A W S O N S . T R I P LETT L A WS ON S . S H E L BY S ELLE R S J E F F E R Y S ELL E R S J OY C E S HA C K LE F O R D L A RR Y S HA C K LE F O R D ( H E I R S ) W. F . L OV ETTE LLC I NV E S T M E N T S T R EE L I M B ET UX LE W I S J R . L OU I E A. C HU RC H B A P T I S T S U PP L Y R O BI N S O N H I L T O N D E L I L AH & I N C . D E P A R T M E N T F I R E VO L UN TEE R S U PP L Y ET UX HOLDEN ROY C E N TE R , LL C BR UN S WI C K T H E LLC R E N T A L S C A M P B ELL S OURCE : NC ONE M AP AE RI AL DATE : F E BRUARY 2016 S OURCE : NC ONE M AP AE RI AL DATE : F E BRUARY 2016 SOURCE: NC ONE MAP AERIAL DATE: FEBRUARY 2016 LEGEND 100' 0' 100' 200' 50' UTILITY INFORMATION SUBJECT TO CHANGE. INCLUDING UTILITY EASEMENTS, ARE PRELIMINARY AND ARE UTILITY EASEMENTS. THE DESIGNS SHOWN ON THESE MAPS, LIMITED TO LOCATION OF MAJOR EXISTING AND POTENTIAL DISPLAYS. THE UTILITY INFORMATION SHOWN ON THESE MAPS IS UTILITIES ARE NOT SHOWN ON THESE MAPS OR ON OTHER TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED ELIMINATED. SUCH AS VIA A SIDE ROAD, ACCESS TO U.S. 74 MAY BE POINT MAY BE CONSIDERED. FOR PROPERTIES THAT HAVE ACCESS, (FOR EXAMPLE, 2000 FEET OR MORE), AN ADDITIONAL ACCESS PER PARCEL. FOR PROPERTIES WITH LARGE ROAD FRONTAGES FULL CONTROL OF ACCESS IS DEFINED AS ONE ACCESS POINT NOTE: 0000 0000 PRESENT ADT FUTURE ADT PROPERTY LINES PROPOSED CONTROL OF ACCESS C A EXISTING TRAFFIC SIGNAL PROPOSED TRAFFIC SIGNAL LEGEND DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 100' 0' 100' 200' 50' UTILITY INFORMATION SUBJECT TO CHANGE. INCLUDING UTILITY EASEMENTS, ARE PRELIMINARY AND ARE UTILITY EASEMENTS. THE DESIGNS SHOWN ON THESE MAPS, LIMITED TO LOCATION OF MAJOR EXISTING AND POTENTIAL DISPLAYS. THE UTILITY INFORMATION SHOWN ON THESE MAPS IS UTILITIES ARE NOT SHOWN ON THESE MAPS OR ON OTHER TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED ELIMINATED. SUCH AS VIA A SIDE ROAD, ACCESS TO U.S. 74 MAY BE POINT MAY BE CONSIDERED. FOR PROPERTIES THAT HAVE ACCESS, (FOR EXAMPLE, 2000 FEET OR MORE), AN ADDITIONAL ACCESS PER PARCEL. FOR PROPERTIES WITH LARGE ROAD FRONTAGES FULL CONTROL OF ACCESS IS DEFINED AS ONE ACCESS POINT NOTE: EXISTING ROADWAY PROPOSED STRUCTURES, ISLAND, SIDEWALK, CURB AND GUTTER EXISTING ROADWAY TO BE REMOVED EXISTING STRUCTURES, ISLAND, SIDEWALK CURB AND GUTTER TO BE REMOVED PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY EXISTING UTILITY EASEMENT LAKES, RIVERS, STREAMS, AND PONDS EXISTING EASEMENT BY OTHERS PROPOSED CONSTRUCTION EASEMENT PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED BUILDINGS 2040 2017 TRAFFIC VOLUME DATA US 17 US 17 NC 211 42500 31700 32700 24300 18000 12300 NC 211 11000 7500 12000 8600 1500 900 3600 2500 2900 2200 2040 2017 TRAFFIC VOLUME DATA US 17 US 17 NC 211 42500 31700 32700 24300 18000 12300 NC 211 11000 7500 12000 8600 1500 900 3600 2500 2900 2200 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION WETLANDS PRELIMINARY SERVICE ROAD (PENDING STUDY) 0000 0000 PRESENT ADT FUTURE ADT PROPERTY LINES PROPOSED CONTROL OF ACCESS C A EXISTING TRAFFIC SIGNAL PROPOSED TRAFFIC SIGNAL EXISTING ROADWAY PROPOSED STRUCTURES, ISLAND, SIDEWALK, CURB AND GUTTER EXISTING ROADWAY TO BE REMOVED EXISTING STRUCTURES, ISLAND, SIDEWALK CURB AND GUTTER TO BE REMOVED PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY EXISTING UTILITY EASEMENT LAKES, RIVERS, STREAMS, AND PONDS EXISTING EASEMENT BY OTHERS PROPOSED CONSTRUCTION EASEMENT PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED BUILDINGS WETLANDS PRELIMINARY SERVICE ROAD (PENDING STUDY) - L - 10 + 00 - L - 15 + 00 - L - 20 + 00 - L - 25 + 00 - Y 1 R P B - 10 + 00 - S R S B - 25 + 00 - Y 1 R P B - 10 + 00 - Y 1 R P B - 15 + 00 - L - 30 + 00 - S R S B - 15 + 00 - Y 1 - 45 + 00 - Y 1 - 5 0 + 00 - Y 1 - 40 + 00 - L - 35 + 00 - L - 40 + 00 - L - 45 + 00 - Y 1 R P A - 20 + 0 0 - L - 50 + 00 - Y 1 R P A - 15 + 00 - L - 5 5 + 00 - Y 1 R P A - 1 0 + 00 - L - 6 0 + 00 - Y 1 R P A - 10 + 0 0 - L - 6 5 + 00 - Y 1 - 2 0 + 0 0 - Y 1 - 25 + 0 0 - Y 1 - 30 + 00 - Y 1 - 35 + 00 - Y 1 R P B - 20 + 00 - Y 1 R P C- 10 + 0 0 - S R S C- 15 + 0 0 - Y 1 R P C- 15 + 0 0 - Y 1 R P C- 20 + 00 - Y 1 R P C- 25 + 00 - Y 1 R P D- 10 + 00 PUBLIC MEETING MAP P U B L I C M EET I NG M A P SCALE P U B L I C M EET I NG M A P TIP NO. U-5932 BRUNSWICK COUNTY CONVERSION INTERSECTION TO INTERCHANGE US 17 AT NC 211: MAY 2019 T I P NO . U - 5932 BR UN S W I C K C OUN T Y C ONV E R S I ON I N T E R S E C T I ON T O I N TE RC HANG E U S 1 7 A T N C 211 : M AY 2019 C ONV E R S I ON I N TE R S E C T I ON T O I N TE RC HANG E U S 17 A T N C 21 1 : B R UN S W I C K C OUN T Y T I P NO . U - 5932 M AY 20 19 DESIGN DATA SCALE 6% = Max. Superelev. Posted Speed = 55 mph = 60 mph Design Speed Urban Principal Arterial = Functional Class. DESIGN DATA 6% = Max. Superelev. Posted Speed = 55 mph = 60 mph Design Speed Urban Principal Arterial = Functional Class. C C C C C C C C C C C C C C C C C C C C C C C F F F F F F F F F F F F F F F F F F F C F F F F F F F F C C C F F F F F F C C C F C C C F C F F C F F C C F F C C C C C F F F F F F F C C C C F F C F C F F C C C C C C F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F C C F F F F F C C C C C A C A C A C A C A C A C A C A C A C A C A C A - L - S T A . 10 + 10 . 00 B E G I N T I PP R O J E C T U - 5932 - L - S T A . 69 + 00 . 00 E ND T I PP R O J E C T U - 5932 B L AN T ON R D . S E S T ON E C H I MN E Y R D . S T O N E C H I M N E Y R D . QUI LT R D. F O R T C HA R LE S D R . M E D I C A L C A M P U S D R . STAPLES MILL DR. OFFICE POST SENIOR CENTER BRUNSWICK COUNTY GAS MARATHON APPLIANCE CENTER CROSSROADS STATION FIRE QUILT RD. C OUN T R Y S I D E S T . DAN B UR Y L OO P BOJANGLES' HARDEE'S EXPRESS KANGAROO MCDONALD'S WELL CARE M A R K E T P L A C E L O C K W O OD F O LL Y KIDNEY CARE FRESENIUS PROPANE CAMPBELL GENERAL DOLLAR SALES & SALVAGE LEWIS AUTO TIRE PATE'S CHURCH BAPTIST SUPPLY METHODIST CHURCH CONCORD UNITED T O B O L I V I A T O S OUT HP O R T T O B O LT ON TO SHALOTTE SERVICE ROAD C PRELIMINARY HVAC FULFORD SERVICEROAD B PRELIMINARY ANTIQUES OLDE CHURCH 17 17 211 211

TRAFFIC VOLUME DATA - NCDOT...TRAFFIC VOLUME DATA US 17 US 17 NC 211 42500 31700 32700 24300 18000 12300 NC 211 11000 7500 12000 8600 1500 900 3600 2500 2900 2200 DO NOT USE FOR CONSTRUCTION

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Page 1: TRAFFIC VOLUME DATA - NCDOT...TRAFFIC VOLUME DATA US 17 US 17 NC 211 42500 31700 32700 24300 18000 12300 NC 211 11000 7500 12000 8600 1500 900 3600 2500 2900 2200 DO NOT USE FOR CONSTRUCTION

AB

C

D

-L- CURVE DATA

PIs Sta 16+21.81

F

Ls = 165.00'

LT = 110.02'

ST = 55.02'

PI Sta 18+94.79

D

L = 432.96'

T = 217.99'

R = 1,500.00'

PIs Sta 25+10.09

F

Ls = 240.00'

LT = 160.34'

ST = 80.31'

PI Sta 28+58.21

D

L = 504.85'

T = 268.45'

R = 600.00'

PI Sta 35+19.00

D

L = 298.55'

T = 149.28'

R = 11,500.00'

SE = 08

RO = SEE PLANS

SE = 025

RO = SEE PLANS

SE = 08

RO = SEE PLANS

PIs Sta 21+89.80

Ls = 240.00'

LT = 160.05'

ST = 80.05'

F

PIs Sta 12+14.37

F

Ls = 275.00'

LT = 186.89'

ST = 94.91'

PIs Sta 23+39.41

F

F

Ls = 210.00'

LT = 140.28'

ST = 72.88'

PI Sta 25+09.15

D

L = 65.25'

T = 32.63'

R = 11,470.00'

PI Sta 16+99.64

D

L = 964.03'

T = 397.15'

R = 230.00'

-Y1RPA- CURVE DATA

-Y1LPA- CURVE DATA

SE = 08

RO = SEE PLANS

PIs Sta 11+10.03

F

Ls = 165.00'

LT = 110.03'

ST = 55.02'

PI Sta 14+78.26

D

L = 612.85'

T = 313.26'

R = 1,200.00'

PIs Sta 18+57.93

F

Ls = 240.00'

LT = 160.08'

ST = 80.08'

PIs Sta 21+78.47

F

Ls = 240.00'

LT = 160.62'

ST = 80.56'

PI Sta 24+76.51

D

L = 406.36'

T = 218.66'

R = 444.00'

PIs Sta 11+24.47

F

Ls = 135.00'

LT = 90.01'

ST = 45.01'

PI Sta 15+41.90

D

L = 729.73'

T = 372.44'

R = 1,480.00'

-Y1RPD- CURVE DATA

RO = SEE PLANS

SE = 07

DS = 55 MPH

PIs Sta 56+01.59

F

Ls = 300.00'

LT = 200.03'

ST = 100.03'

PI Sta 63+42.45

D

L = 1,261.39'

T = 640.89'

R = 2,891.79'

RO = SEE PLANS

SE = 06

-Y1RPC- CURVE DATA

PI Sta 31+50.58

D

L = 600.26'

T = 300.20'

R = 11,500.00'

PI Sta 39+22.06

D

L = 942.31'

T = 471.42'

R = 11,500.00'

PI Sta 45+65.85

D

L = 345.77'

T = 172.90'

R = 11,500.00'

-Y1- CURVE DATA

-Y1RPB- CURVE DATA

SE = 07

RO = SEE PLANS

PI Sta 17+37.08

D

L = 972.53'

T = 496.60'

R = 1,950.00'

PIs Sta 11+95.48

Ls = 135.00'

LT = 90.01'

ST = 45.01'

F

CENTER

FOOD

KIRBY'S

THE PANTRY INC

MARGARET H. SELLERS

HEWETT

BARBARA T.

HEWETT

BARBARA T.

TRIPP

BARBARA L.

REO Funding Solutions III LLC

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BAREFOOT

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REO Funding Solutions III LLC

EMILY K. SELLERS

RUTH GALLOWAY

J. RICHMOND GALLOWAY

KINEMATICS INC

FOOD LION LLC

BAY FOOD INC

BOJO CHAPIN LLC

LAURA LEE THIGPEN

SELLERS

ADRIAN D.

FOUNTAIN

TIFFANY R LOUIE A. LEWIS

LAURA H. MORRISON

COLLEGE

COMMUNITY

BRUNSWICK

SIMPSON

DONALD R.

LAURA H. MORRISON

INVESTMENTS LLC

CAMPBELL BROTHERS

FINANCIAL LLC

PENNONE

ABA LLC

BRUNSWICK

THOMAS

AMELIA K.

CHURCH

CONCORD METHODIST

LLC

ENTERPRISES

C3

LLC

ENTERPRISES

C3

ALBERT H. PARKER JR.

WAYNE E. EVANS

& PEGGY G. EVANS

GERALD S. EVANS

& ILA MAE EVANS

MANIEL WANE EVANS

LINKOUS

LUKE

LIN

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LUKE

INVESTMENTS, LLC

LOUANN

JR., ET UX

LOUIE A. LEWIS

RALPH KING ET AL

LLC

INVESTMENTS

COBRU

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BR

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CLEMMONS JR.

WILLIAM E.

HENRY O. MILLIGAN

LOU F. MILLIGAN &

HENRY O. MILLIGAN

LOU F. MILLIGAN &

MICHAEL MARUSHACK ET UX

HEWETT

TRIPP

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THOMPSON ETUX

MICHAEL E.

ET UX

TIMOTHY R. JUSTICE

ET UX

GERALD S. EVANS

ET UX

JAMES N. CARLISLE

GALLOWAY SR.

JOSEPH R.

LAURA H. THIGPEN LAURA H. THIGPEN

ET UX

BENJAMIN L. SELLERS

ET UX

L. SELLERS

BENJAMIN

ET UX

FOUNTAIN

DON M.

LOUIE A. LEWIS

AND

TINA CULBRETH

W. A. ROACH FAMILY LLC

W. A. ROACH FAMILY LLC

ALBERT H. PARKER JR.

LAURA H. MORRISON

RUTH E.P. BRITT

AND WIFE

JULIAN BRITT

ET VIR

RUTH BRITT

MYRTLE C. WHITE

ET UX

ROY HOLDEN

ET UX

HENRY G. HARVEY

ET UX

OTTEN

THOMAS E.

AND KIRBY WAY LLC

SUPPLY VENTURES LLC

ET UX

TODD BRAINARD

ET UX

CHARLES J. BRITT JR.

ET UX

HAROLD FULLWOOD

COUNTY

BRUNSWICK

ET

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MA

RS

HA

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HU

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B.

LIVING TRUST

ERMA H. HORRIS REVOCABLE

ERMA H. NORRIS (TRUSTEE)

& ANN F. GALDI

ANTHONY GALDI JR.

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KENNETH D. LONG

LONG SR.

KENNETH M.

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LAWSON S.

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JOYCE SHACKLEFORD

LARRY SHACKLEFORD

(HEIRS)

W.F. LOVETTE

LLC

INVESTMENTS

TREE LIMB

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CHURCH

BAPTIST

SUPPLY

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BRUNSWICK

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RENTALS

CAMPBELL

42" x 72" 100 scaleUse level overrides, roadway.plt and no pen table or design script to print

SO

UR

CE:

NC

ON

E

MA

P

AE

RIA

L

DA

TE: F

EB

RU

AR

Y 2016

SO

UR

CE: N

C

ON

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MA

P

AE

RIA

L

DA

TE: F

EB

RU

AR

Y 2016

SOURCE: NC ONE MAPAERIAL DATE: FEBRUARY 2016

LEGEND

100' 0' 100' 200'

50'

UTILITY INFORMATION

SUBJECT TO CHANGE. INCLUDING UTILITY EASEMENTS, ARE PRELIMINARY AND AREUTILITY EASEMENTS. THE DESIGNS SHOWN ON THESE MAPS,LIMITED TO LOCATION OF MAJOR EXISTING AND POTENTIALDISPLAYS. THE UTILITY INFORMATION SHOWN ON THESE MAPS ISUTILITIES ARE NOT SHOWN ON THESE MAPS OR ON OTHERTO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED

ELIMINATED.SUCH AS VIA A SIDE ROAD, ACCESS TO U.S. 74 MAY BEPOINT MAY BE CONSIDERED. FOR PROPERTIES THAT HAVE ACCESS,(FOR EXAMPLE, 2000 FEET OR MORE), AN ADDITIONAL ACCESSPER PARCEL. FOR PROPERTIES WITH LARGE ROAD FRONTAGESFULL CONTROL OF ACCESS IS DEFINED AS ONE ACCESS POINT

NOTE:

0000

0000 PRESENT ADT

FUTURE ADT

PROPERTY LINES

PROPOSED CONTROL OF ACCESSC

A

EXISTING TRAFFIC SIGNAL PROPOSED TRAFFIC SIGNAL

LEGEND

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

100' 0' 100' 200'

50'

UTILITY INFORMATION

SUBJECT TO CHANGE. INCLUDING UTILITY EASEMENTS, ARE PRELIMINARY AND AREUTILITY EASEMENTS. THE DESIGNS SHOWN ON THESE MAPS,LIMITED TO LOCATION OF MAJOR EXISTING AND POTENTIALDISPLAYS. THE UTILITY INFORMATION SHOWN ON THESE MAPS ISUTILITIES ARE NOT SHOWN ON THESE MAPS OR ON OTHERTO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED

ELIMINATED.SUCH AS VIA A SIDE ROAD, ACCESS TO U.S. 74 MAY BEPOINT MAY BE CONSIDERED. FOR PROPERTIES THAT HAVE ACCESS,(FOR EXAMPLE, 2000 FEET OR MORE), AN ADDITIONAL ACCESSPER PARCEL. FOR PROPERTIES WITH LARGE ROAD FRONTAGESFULL CONTROL OF ACCESS IS DEFINED AS ONE ACCESS POINT

NOTE:

EXISTING ROADWAY

PROPOSED STRUCTURES, ISLAND, SIDEWALK,

CURB AND GUTTER

EXISTING ROADWAY TO BE REMOVED

EXISTING STRUCTURES, ISLAND, SIDEWALK

CURB AND GUTTER TO BE REMOVED

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

EXISTING UTILITY EASEMENT

LAKES, RIVERS, STREAMS, AND PONDS

EXISTING EASEMENT BY OTHERS

PROPOSED CONSTRUCTION EASEMENT

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACED

BUILDINGS

20402017

TRAFFIC VOLUME DATA

US 17 US 17

NC 211

4250031700

3270024300

1800012300

NC 211110007500

120008600

1500900

36002500

29002200

20402017

TRAFFIC VOLUME DATA

US 17 US 17

NC 211

4250031700

3270024300

1800012300

NC 211110007500

120008600

1500900

36002500

29002200

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

WETLANDS

PRELIMINARY SERVICE ROAD (PENDING STUDY)

0000

0000 PRESENT ADT

FUTURE ADT

PROPERTY LINES

PROPOSED CONTROL OF ACCESSC

A

EXISTING TRAFFIC SIGNAL PROPOSED TRAFFIC SIGNAL

EXISTING ROADWAY

PROPOSED STRUCTURES, ISLAND, SIDEWALK,

CURB AND GUTTER

EXISTING ROADWAY TO BE REMOVED

EXISTING STRUCTURES, ISLAND, SIDEWALK

CURB AND GUTTER TO BE REMOVED

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

EXISTING UTILITY EASEMENT

LAKES, RIVERS, STREAMS, AND PONDS

EXISTING EASEMENT BY OTHERS

PROPOSED CONSTRUCTION EASEMENT

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACED

BUILDINGS

WETLANDS

PRELIMINARY SERVICE ROAD (PENDING STUDY)

-L- 10

+00

-L- 15

+00

-L- 20+

00

-L- 25+

00

-Y1R

PB- 10

+00

-SRSB- 25+

00

-Y1R

PB- 10

+00

-Y1R

PB- 15

+00

-L- 30+

00

-SRSB- 15+00

-Y1- 4

5+00

-Y1- 5

0+00

-Y1- 4

0+00

-L- 35+

00

-L- 40+

00

-L- 45+

00

-Y1R

PA-

20+

00

-L- 50+

00

-Y1R

PA- 15

+00

-L- 55+

00

-Y1R

PA- 10

+00

-L- 60+

00

-Y1R

PA- 10

+00

-L- 65+

00

-Y1- 2

0+00

-Y1- 2

5+00

-Y1- 3

0+00

-Y1- 3

5+00

-Y1R

PB- 20+

00

-Y1R

PC- 10

+00

-SRSC- 15

+00

-Y1R

PC- 15

+00

-Y1R

PC- 20+

00

-Y1R

PC- 25+

00

-Y1R

PD- 10

+00

PUBLIC MEETING MAP

PU

BLIC

ME

ETIN

G

MA

P

SCALE

PU

BLIC

ME

ETIN

G

MA

P

TIP NO. U-5932

BRUNSWICK COUNTY

CONVERSION

INTERSECTION TO INTERCHANGE

US 17 AT NC 211:

MAY 2019

TIP

NO. U-5932

BR

UN

SWIC

K

CO

UN

TY

CO

NV

ER

SIO

N

IN

TE

RS

EC

TIO

N

TO IN

TE

RC

HA

NG

E

US 17 A

T

NC 211:

MA

Y 2019

CO

NV

ER

SIO

N

IN

TE

RS

EC

TIO

N

TO IN

TE

RC

HA

NG

E

US 17 A

T

NC 211:

BR

UN

SWIC

K

CO

UN

TY

TIP

NO. U

-5932

MA

Y 2019

DESIGN DATA

SCALE

6%=Max. Superelev.

Posted Speed = 55 mph

= 60 mphDesign Speed

Urban Principal Arterial=Functional Class.

DESIGN DATA

6%=Max. Superelev.

Posted Speed = 55 mph

= 60 mphDesign Speed

Urban Principal Arterial=Functional Class.

C

C C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

CC

C

C

C

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

C

F

F

F

F

F

F

F

F

C

C

C

F

F

F

F

F

F

C

C

C

F

C

C

C

F

C

F

F

C

F

F

CCF

F

C

C

C

C

C

FF

F

F

F F

F

C

C

C

C

F

F

C

F

C

F

F

C

C

C

C

C

C

F

F

F

F

F

F

FF

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

C

C

F

F

FF

FC C

C

C

C

A

CA

C

A

C

A

CA

C

A

C

A

C

A

C

A

C

A

C

A

C

A

-L- STA. 10+10.00

BEGIN TIP PROJECT U-5932

-L- STA. 69+00.00

END TIP PROJECT U-5932

BLANTON RD. SE

STO

NE

CHIM

NEY R

D.

STONE

CHIMNEY R

D.

QUIL

T RD.

FO

RT C

HA

RLES

DR.

ME

DIC

AL C

AM

PU

S

DR.

STAPLES MILL DR.

OFFICE

POST

SENIOR CENTER

BRUNSWICK COUNTY

GAS

MARATHON

APPLIANCE CENTER

CROSSROADS

STATION

FIRE

QUILT RD.

COUNTR

YSID

E ST.

DA

NBU

RY LO

OP

BOJANGLES'HARDEE'S

EXPRESS

KANGAROO

MCDONALD'S

WELL CARE

MARKETP

LACE

LOC

KW

OO

D FO

LLY

KIDNEY CARE

FRESENIUS

PROPANE

CAMPBELL

GENERAL

DOLLAR

SALES & SALVAGE

LEWIS AUTO

TIRE

PATE'S

CHURCH

BAPTIST

SUPPLY

METHODIST CHURCH

CONCORD UNITED

TO BOLIV

IA

TO

SO

UTHPO

RT

TO

BO

LTO

N

TO SHALOTTE

SERVICE ROAD C

PRELIMINARY

HVAC

FULFORD

SERVICEROAD B

PRELIMINARY

ANTIQUES

OLDE CHURCH

17

17

211

211