W L B M A T C H L I N E T O R O LL 15 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 PROPOSED CONTROL OF ACCESS EXISTING CONTROL OF ACCESS PRESENT ADT FUTURE ADT PROPERTY LINES C A C A WETLAND LIMITS BOUNDARY AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, EXISTING UTILITY EASEMENT 2018 2040 CEMETERIES 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 PROPOSED CONTROL OF ACCESS EXISTING CONTROL OF ACCESS PRESENT ADT FUTURE ADT PROPERTY LINES C A C A WETLAND LIMITS BOUNDARY AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, EXISTING UTILITY EASEMENT 2018 2040 CEMETERIES 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 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 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 1380+00 1385+00 1390+00 1395+00 1400+00 1405+00 1410+00 1415+00 1420+00 1425+00 1430+00 1435+00 1440+00 1445+00 10+00 15 + 00 1 0 +0 0 15 +0 0 20 + 00 25 + 00 30 + 00 F C C C C F F C F F F C C C C C C C C C C C C C F F F F C C C C F F F F C C C C C F C C C F F C 25+00 30+00 35+00 40 + 00 45 + 00 EXIT 81 ARE PRELIMINARY AND ARE SUBJECT TO CHANGE. EASEMENTS. THE DESIGNS SHOWN ON THESE MAPS, INCLUDING UTILITY EASEMENTS, ON THESE MAPS IS LIMITED TO LOCATIONS OF MAJOR EXISTING AND POTENTIAL UTILITY SHOWN ON THESE MAPS OR ON OTHER DISPLAYS. THE UTILITY INFORMATION SHOWN TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED UTILITIES ARE NOT UTILITY INFORMATION: NOTE: FULL CONTROL OF ACCESS IS DEFINED AS A CONNECTION TO A FACILITY PROVIDED ONLY VIA RAMPS AT INTERCHANGES. ALL CROSS-STREETS ARE GRADE-SEPARATED. NO PRIVATE DRIVEWAY CONNECTIONS ARE ALLOWED. 100' 200' 100' (ENGLISH) 50' WLB DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 0' DESIGN DATA Max. Superelev. Design Speed Functional Class. = 0.08 = 70 mph = Interstate SEE X-SECTIONS VARIABLE SLOPE ORIGINAL GROUND ORIGINAL GROUND GRADE TO THIS LINE 6 : 1 6 : 1 18' 6' 4' FDPS 10' 4' L ( 3 : 1 M AX ) VA R . S L O P E POINT GRADE 0 . 0 8 ORIGINAL GROUND 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 F O R CUT S HI NGE P O I NT 30' 12' 12' 17' W/GR 14' 3 : 1 M AX 19' W/GR 6 : 1 4 : 1 4' FDPS 0 . 02 0 . 04 0 . 02 0 . 02 RAMPS C VARIABLE SLOPE WLB TYPICAL SECTION RAMPS NAD 83 NA 2011 I-95 -L- I-95 -L- 2018 ADT 2040 TRAFFIC DIAGRAM 40000 39000 20300 64100 1700 1600 4400 63100 50300 30300 92900 2700 2100 7600 I-40 I-40 24000 39800 0 . 025 12' 12' 12' POINT GRADE 12' 0 . 025 0 . 025 0 . 025 0 . 04 13' 0 . 025 12' 12' 12' POINT 12' 0 . 025 0 . 025 0 . 025 0 . 04 13' POINT CROWN CROWN 14' 17' W/GR FDPS 0 . 04 18' 10' 6' 6 : 1 F O R CUT S HI NGE P O I NT 14' 17' W/GR 0 . 04 0 . 04 0 . 04 FDPS GRADE TO THIS LINE GRADE TO THIS LINE POINT GRADE TYPICAL SECTION I-95 NBL SBL ( 3 : 1 M AX ) VA R . S L O P E 6 : 1 4 : 1 30' 3 : 1 M AX 6 : 1 F O R F I LL S HI NGE P O I NT ORIGINAL GROUND ORIGINAL GROUND VARIABLE SLOPE ORIGINAL GROUND VARIABLE SLOPE ORIGINAL GROUND 12' 12' L C -L- (I-95) D E S I GN P U B L I C M EET I NG M A P J OHNS T ON C OUNT I E S C U M B E RL AND , HA RNETT , AND S . T . I . P . NO. I- 5986 DESIGN PUBLIC MEETING MAP JOHNSTON COUNTIES CUMBERLAND, HARNETT, AND S.T.I.P. NO. I-5986 D E S I GN P U B L I C M EET I NG M A P J OHNS T ON C OUNT I E S C U M B E RL AND , HA RNETT , AND S . T . I . P . NO. I- 5986 ROLL 16 OF 16 ( E XI T 56 )T O I- 40 ( E XI T 81 ) I- 95 F ROM I- 95 B US I NE SS / US 301 ROLL 16 OF 16 (EXIT 56) TO I-40 (EXIT 81) I-95 FROM I-95 BUSINESS/ US 301 ROLL 16 OF 16 ( E XI T 56 )T O I- 40 ( E XI T 81 ) I- 95 F ROM I- 95 B US I NE SS / US 301 WL B W L B W L B WLB WL B W L B WL B WLB W L B W L B W L B W L B W L B W L B W L B -Y33- POT STA. 45+50.00 END CONSTRUCTION 20 ' U T I L I T Y E A S E ME N T BEGIN CONSTRUCTION END CONSTRUCTION -Y19RPB- POC STA. 22+00.00 30 ' UT I L I T Y E AS E M E NT 20 ' U T I L I T Y E A S E ME N T 30 ' U T I L I T Y E A S E ME N T 30 ' U T I L I T Y E A S E ME N T H EL MS DOG WOO D R OA D JAMES RAY STEWART JAMES RAY STEWART CARLIE NEIL WHEELESS JAMES E. WILSON SHELBY LEE HALL CARLIE SHERRILL & SHERRILL HALL CARLIE LOIS MAE GRISSOM & GEORGE ANTHONY SHANNON STANLEY JACK E. McLAMB J.E. WILSON LINDA McLAMB JOHNSON ODIS DELMA & LINDA McLAMB JOHNSON ODIS DELMA & JOHNSON ODIS & LINA DANNY BLACKMON NEW CINGULAR WIRELESS PCS, LLC ARTHUR RAYVON ADAMS RACHAEL ADAMS BAILEY ARTHUR ADAMS CHARLES JOHNSON FARM HEIRS CHARLES JOHNSON FARM HEIRS B E N S O N C I T Y L I M I T S BENSON CITY LIMITS B E N S ON C I T Y L I M I T S B E NS ON C I T Y L I M I T S BENSON CITY LIMITS T O RA LE I GH T O W I L M I NGT ON -Y19RPCA- SC STA. 18+12.13 SR 1219 N. WALTON AVE. - Y 19 R P C A - - Y 19 R P B - 290 ' E X. RW -L- POT STA. 1414+50.00 END TIP PROJECT I-5986 SR 1219 N. WALTON AVE. TO SMITHFIELD INTERSTATE 95 INTERSTATE 95 I NTE R S T ATE 40 I N TE R S T A TE 40