A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A HP B H P B H P B H P B HPB HPB HPB C A C A C A H AROL D N. L E E , et ux FRANKLIN R. WHITFORD, et ux HARRE L W. PH I L L I PS, et ux BRINSON EMMITT LEROY E UG E N E E . T HO M A S , e t a l WE YE RHAE USE R CO. J OHN C . M c O M B E R , e t u x EVYLON M. SCOTT , et ux KEITH D. GASKINS GASKINS KEITH D. & TIMOTHY ROWE CHRISTOPHER P. ROWE MILLER II, et ux DAVID THOMAS LOUELLA L. ROUSE TOLER THOMAS E. & BRENDA JONES LINWOOD & LINDA EFFIE R. GASKINS G.A. WHITFORD III, et ux THOMAS E. TOLER, et ux WILLIAM D. SEALY, et ux DONALD S. BELANGIA, et ux SAMUEL H. BOYD, et ux GASKINS EFFIE R. FIRE DEPARTMENT LITTLE SWIFT CREEK VOLUNTEER WILLIAM D. SEALY, et ux JOSEPH E. THOMAS WEYERHAEUSER CO. THOMAS W. HAWKS WILLIAM W. HAWKS, et ux JOSEPH E. THOMAS, et ux WEYERHAEUSER CO. WEYERHAEUSER CO. WEYERHAEUSER CO. LIVING TRUST POTTER REVOCABLE FRANKLIN R. WHITFORD, et ux et ux FRANKLIN R. WHITFORD, HAROLD N. LEE, et ux EFFIE R. GASKINS 4 2 5 4 30 435 44 0 445 450 455 4 60 4 6 5 470 4 7 5 480 15 F F F C F F F F F C F F F F F F F F F F C F C F 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 F F F F F F F F F F F F F F F F F F F F F C C F C C C - L - C S S t a . 441 +24 . 6 0 - L - S T S t a . 443 +64 . 60 - L - T S S t a . 43 4 +07 . 81 - L - S C S t a . 436 +47 . 81 - L - T S S t a . 456 +41 . 51 - L - S C S t a . 458 +8 1 . 51 - L - C S S t a . 46 4 +5 6 . 41 - L - S T S t a . 466 +96 . 41 -Y7- POT Sta. 10+00.00 -L- POS Sta. 466+03.94= - Y 7 - P C S t a . 12 + 9 6 . 8 2 -Y7- PC Sta. 14+70.45 - Y 7 - P T S t a . 1 8 + 11 . 3 7 HP B HP B HP B H P B H P B H P B H P B HPB HP B HP B C A C A C A ELIJIAH T. TURNAGE, et ux DSC INVESTMENTS PHYLLIS B. SHARP RACHAEL S. ANDERSON PAUL F. PROCTOR RICKY E. LEWIS PAUL F. PROCTOR PAUL F. PROCTOR PAUL F. PROCTOR L I SA MURPHY W ANDA R . GA S K I N S ARVIS G. BARROW, et ux OWNER UNKNOWN PAUL F. PROCTOR ARVIS G. BARROW, et ux ELIJIAH T. TURNAGE, et ux OF NEW BERN, LLC DSC INVESTMENTS PAUL F. PROCTOR A R V I S G . B A RR O W , e t ux F R ANK W R I GH T , e t ux A R V I S G . B A RR O W , e t u x G R E GO R Y LE A R Y G R E GO R Y T . LE A R Y P AU L F . P R O C T O R PAUL F. PROCTOR MALLARD OIL COMPANY LARRY PEADEN SR. MILTON R. WILEY, et ux FREDERICK J. COOMBE, et ux JERRY GASKINS, et ux SARAH TOLER GASKINS BRANDON STALLINGS GARY GARERA GREGORY T. LEARY TOLER LUTHER & KRISTIN GREGORY LEARY ANDREW PURIFOY STEPHEN C. GASKINS JR. , et ux JIMMY LEE WHITFORD, et ux STEPHEN CLAYTON GASKINS SR., et ux EVERETT C. ARNOLD, et ux PATRICIA WHITFORD EATON JERRY GASKINS, et ux DERRY D. ROBERSON et ux JESSE D. ROBERSON JR. , EVYLON M. SCOTT , et ux EFFIE R. GASKINS PATRICIA WHITFORD EATON EFFIE R. GASKINS CHARLIE MURPHY SWAIN AALEN & LISA THOMAS, et ux DENNIS V. & MICHELLE C. DOUGLAS E. COWAN 3 6 5 370 3 7 5 380 38 5 390 395 400 405 4 1 0 415 42 0 15 20 F F F F F F F F F F F F F F F F C F C C F F C F F F F C F C F F F F F F F F F C F F F F F F F F C F F C F F C F C C C C C C C C C C C F C F F F F F C C F C F F C F F F F C F C C C C F C F F F C F F F F F F F C F F F F F F C F F F F - L - T S S t a . 388 +67 . 42 - L - S C S t a . 389 +87 . 42 -L - C S St a . 39 6 +35 . 51 -L - ST St a . 39 7 +5 5 . 51 -Y5- PC Sta. 22+08.90 - Y 5 - P T S t a . 20 + 17 . 58 -Y5- POC Sta. 15+92.55 -L- POT Sta. 403+56.15 - Y 5 - P C S t a . 14 + 99 . 13 - Y 5 - P O T S t a . 10 + 00 . 00 - Y 5 - P T S t a . 23 + 68 . 14 M A T C H L I N E ' D ' - R O LL 2 M A T C H L I N E ' E ' - R O LL 3 M A T C H L I N E ' E ' R O LL 3 M A T C H L I N E ' F ' - R O LL 4 LEGEND EXISTING STRUCTURES, ISLAND, CURB TO BE REMOVED TO BE RETAINED EXISTING STRUCTURES, ISLAND, CURB AND GUTTER PROPOSED STRUCTURES, ISLAND, CURB PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY EXISTING ROADWAY PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY BUILDINGS TO BE REMOVED AND GUTTER AND GUTTER LAKES, RIVER, STREAMS AND PONDS AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, EXISTING UTILITY EASEMENT CEMETERIES RAILROAD RIGHT OF WAY LEGEND EXISTING STRUCTURES, ISLAND, CURB TO BE REMOVED TO BE RETAINED EXISTING STRUCTURES, ISLAND, CURB AND GUTTER PROPOSED STRUCTURES, ISLAND, CURB PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY EXISTING ROADWAY PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY BUILDINGS TO BE REMOVED AND GUTTER AND GUTTER LAKES, RIVER, STREAMS AND PONDS AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, EXISTING UTILITY EASEMENT CEMETERIES RAILROAD RIGHT OF WAY 800' - 1000' 800' - 1000' WHERE POSSIBLE F U L L C ON T R O L O F A C C E SS WHERE POSSIBLE F U L L C ON T R O L O F A C C E SS * * * t h e a m oun t o f t r a ff i c a nd i s s ub j ec t t o c h a ng e T h e n ee d f o r r i gh t t u r n l a n e s i s d e p e nd e n t on C A C A C A C A D I R E C T I ONA L CR O SS OV E R W I T H M E D I AN U - T U R N S P O TE N T I A LL Y T O B E U S E D A T A LL I N TE R S E C T I ON S PROPOSED CONTROL OF ACCESS EXISTING CONTROL OF ACCESS PRESENT ADT FUTURE ADT PROPERTY LINES C A C A WETLAND LIMITS BOUNDARY 2018 2040 PROPOSED TRAFFIC SIGNAL HISTORIC PROPERTY BOUNDARY HPB PROPOSED PARTIAL CONTROL OF ACCESS PROPOSED CONTROL OF ACCESS EXISTING CONTROL OF ACCESS PRESENT ADT FUTURE ADT PROPERTY LINES C A C A WETLAND LIMITS BOUNDARY 2018 2040 PROPOSED TRAFFIC SIGNAL HISTORIC PROPERTY BOUNDARY HPB PROPOSED PARTIAL CONTROL OF ACCESS CRAV E N C OUNT Y P ROJ E C T S R- 3403 B & R- 2513 A T O SP RU I LL T OW N ROAD ( S . R. 1438 ) F ROM ANT I OC H ROAD ( S . R. 1433 ) W I D E N U . S . 17 T O 4 L ANE D I V I D E D H W Y . J U L Y 19 , 2018 ROLL 3 OF 6 P U B L I C M EET I NG M A P T O SP RU I LL T OW N ROAD ( S . R. 1438 ) F ROM ANT I OC H ROAD ( S . R. 1433 ) W I D E N U . S . 17 T O 4 L ANE D I V I D E D H W Y . J U L Y 19 , 2018 P ROJ E C T S R- 3403 B & R- 2513 A P U B L I C M EET I NG M A P ROLL 3 OF 6 CRAV E N C OUNT Y W L B W L B W L B W L B W L B WLB W L B W L B W L B W L B W L B W L B W L B W L B W L B WL B W L B W L B W L B WL B W L B WL B W L B WL B W L B C C C C C C C C C C C C C C C C NO R F O L K S OUT H E R N RR ABANDONED BRICK ROAD DO NOT DISTURB W L B W L B W L B W L B C C C C C C C C C C C C C C C C C C S R 1434 A S K I NS BR I CK R D S R 1003 AUR O R A R D R R N R E H T U O S & K L O F R O N GRADE TO THIS LINE GRADE TO THIS LINE GRADE TO THIS LINE 4 : 1 . 08 . 08 GRADE POINT 0 . 02 L 0 . 02 VA R . 3 : 1 M AX . * SHOULDER W/GR 7' 10' 10' 8' 2'* 2'* V A R . ( 3 : 1 M A X . ) 4 : 1 . 0 8 GRADE POINT L . 0 8 C -Y5- (AURORA RD.) VARIES 0' - 12' 0' - 8' 0' - 4' 0 . 02 0 . 02 6' 9' w/ GR 6' 9' w/ GR SEE PLANS 12' 12' VARIES 0'- 12' VARIES VARIES HI NGE P O I NT F O R F I LL S HI NGE P O I NT F O R F I LL S 0 . 025 0 . 025 L . 08 . 08 GRADE POINT GRADE TO THIS LINE 0 . 02 0 . 025 GRADE POINT 0 . 02 0 . 025 13' w/GR 13' w/GR GRADE TO THIS LINE 2' FDPS 2' FDPS 4' FDPS 4' FDPS VARIES 17.5' TO 30' 12' 12' 8' 12' 12' 8' 12' 6' 10' VARIES 8.75' - 15' VARIES 8.75' - 15' 6 : 1 4 : 1 6 : 1 L . 08 5 : 1 M AX . 6 : 1 5 : 1 M AX . . 0 8 . 08 . 0 8 GRADE POINT GRADE POINT 0.02 0.02 0 . 0 2 0 . 0 2 0 . 0 2 0 . 02 CROWN POINT CROWN POINT 0 . 02 0 . 02 C -L- (US HWY 17) 2' FDPS 2' FDPS 13' w/GR 13' w/GR 4' FDPS 4' FDPS 30' 12' 12' 8' 12' 6' 10' 12' 12' 8' SEE PLANS 30' 15' 15' 6' 6' ( 3 : 1 M AX ) VA R . S L O P E GROUND ORIGINAL SLOPE VARIABLE SLOPE VARIABLE GROUND ORIGINAL GROUND ORIGINAL 3 : 1 M AX F O R CUT S HI NGE P O I NT F O R F I LL S HI NGE P O I NT F O R F I LL S HI NGE P O I NT (TYP) GRADE TO THIS LINE TYPICAL SECTION U.S. HWY 17 6 : 1 4 : 1 6 : 1 ( 3 : 1 M AX ) VA R . S L O P E GROUND ORIGINAL SLOPE VARIABLE F O R CUT S HI NGE P O I NT 6 : 1 30' SLOPE VARIABLE GROUND ORIGINAL GROUND ORIGINAL 3 : 1 M AX C -L- (US HWY 17) TYPICAL SECTION U.S. HWY 17 GROUND ORIGINAL GROUND ORIGINAL TYPICAL SECTION ERNUL BRICK RD GROUND ORIGINAL GROUND ORIGINAL C -Y7- (ERNUL BRICK RD) T Y P I C A L S E C T I ON AU R O R A R D EXIST. PAVEMENT WIDTH VAR. EXIST. PAVEMENT WIDTH VAR. ADT 2040 TRAFFIC DIAGRAM US 17 -L- US 17 -L- -Y7- ERNUL BRICK RD. 7,600 9,300 7,600 9,300 2020 100 100 100 100 100 200 100' 200' 100' (ENGLISH) 50' 0' DESIGN DATA Max. Superelev. Design Speed Functional Class. DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS = 0.06 = 60 mph = Princ. Arterial ADT 2040 TRAFFIC DIAGRAM US 17 -L- US 17 -L- 2020 -Y5- ASKIN BRICK RD. -Y5- AURORA RD. 500 700 1,200 1,500 7,600 9,300 7,600 9,300 200 300 200 300 500 600 600 800 NAD 83 NC GRI D NAD 83 NC GRI D LITTLE SWIFT CREEK AREA US 17 may be eliminated. such as via a side road, access to [insert mainline 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 Partial Control of Access is defined as one access point NOTE: US 17 may be eliminated. such as via a side road, access to [insert mainline 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 Partial Control of Access is defined as one access point NOTE: VA R . ( 3 : 1 M AX . ) VA R . ( 3 : 1 M AX . ) WLB WLB PI Sta 17+68.90 D L = 518.45' T = 269.77' R = 760.00' SE = 0.03 RUNOFF = 75.00' -Y5- PI Sta 22+88.52 D L = 159.23' T = 79.62' R = 7,923.79' RUNOFF = 52.00' SE = RC -L- SE = 0.06 PIs Sta 435+59.86 F Ls = 240.00' LT = 160.03' ST = 80.03' PI Sta 438+79.47 D L = 476.79' T = 239.64' R = 1,909.86' PIs Sta 441+96.64 F Ls = 240.00' LT = 160.03' ST = 80.03' PIs Sta 435+59.86 F Ls = 240.00' LT = 160.03' ST = 80.03' PI Sta 438+79.47 D L = 476.79' T = 239.64' R = 1,909.86' PIs Sta 441+96.64 F Ls = 240.00' LT = 160.03' ST = 80.03' SE = 0.06 R = 1,330.00' PIs Sta 458+01.58 F Ls = 240.00' LT = 160.07' ST = 80.06' PI Sta 461+73.52 D L = 574.89' T = 292.01' PIs Sta 465+36.47 F Ls = 240.00' LT = 160.07' ST = 80.06' SE = EX. PI Sta 13+62.47 L = 124.11' T = 65.65' R = 154.00' PI Sta 16+43.29 D L = 340.92' T = 172.84' R = 840.00' -Y7- SE = 0.04 D -Y5- POT 14+00.00 BEGIN CONSTRUCTION -Y5- POT 22+00.00 END CONSTRUCTION -Y5- POT 22+00.00 END CONSTRUCTION A A C A A A C A CRAVEN COUNTY PROJECTS R-3403B & R-2513A TO SPRUILL TOWN ROAD (S.R. 1438) FROM ANTIOCH ROAD (S.R. 1433) WIDEN U.S. 17 TO 4 LANE DIVIDED HWY. JULY 19, 2018 ROLL 3 OF 6 PUBLIC MEETING MAP