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 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 C C C C C C C C C C C C C C C C C C F C C C C C C C C C 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 C C C C C C C F C C C F F F F F F F F F F F F C C C C C C C C C F C F F F F F C C C C C C F F F F F F F F F F F F C C F C C C F F C C C C C C C C C F F F F F F F F C C C C C C C C F F F F F F F F F F F C C C C C C C C C C C C F F F F F F F F F F F F C F ATTILA DIDEK MATTHEW HARTTREE THAI NGUYEN & HAMPTONS CASSA, LLC PROPERTIES, LLC CREEDMOOR ROAD BAY LEAF BAPTIST CHURCH LAURA A EVANS-SHARP DALE R SHARP & JAMI PRIDDY GREGORY P LUCAS, JR COLLEEN C LUCAS & JAMES A BAILEY, JR WAYNE R BAILEY & WAYNE R BAILEY WJC VENTURES LLC & CRAIG BAILEY CRAIG BAILEY WJC VENTURES LLC WJC VENTURES LLC A B C D DEVELOPMENT LLC BELLA VISTA DEVELOPMENT LLC BELLA VISTA DEVELOPMENT LLC BELLA VISTA NATHAN M NANZER SUCHDEVE VISHAL & NEHA RAJPURIA ROBERT E & BARBARA S RODRUAN SI EUN JEON SEUNG WOOK & & SU JU CHEN CHIH TE CHEN & LORRAINE D POWERS CLIFTON C POWERS COMPANY INLAND BOAT & TELEGRAPH CO TELEPHONE SOUTHERN BELL & KIM TIPPETT SHERRY GREENSTEIN DEVELOPMENT LLC BELLA VISTA 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 S EE S HEE T 2 M A T C HL I N E S T A . 66 + 5 0 . 00 LEGEND 0000 0000 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 EXISTING TRAFFIC SIGNAL PROPOSED TRAFFIC SIGNAL P L AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, LEGEND MULTI-USE PATH OPTION I-540 TO NORWOOD ROAD NC 50 (CREEDMOOR RD) FROM TYPICAL SECTION: SIDEWALK OPTION I-540 TO NORWOOD ROAD NC 50 (CREEDMOOR RD) FROM TYPICAL SECTION: WETLANDS 12' 12' 12' 12' 4'PS 12' 4'PS 12' 12' 12' 23 ' 23 ' 1'-6" CONC C&G 1'-6" CONC C&G 12' 12' 180' 4'PS 1'-6" CONC C&G 23' 12' 12' 4'PS 12' C&G 1'-6" CONC. 1'-6" CONC C&G 23' 12' C&G 1'-6" CONC. 180' TYPICAL DIRECTIONAL CROSSOVER AND OFFSET LEFT-TURN DETAIL NOTE: NOT DRAWN TO SCALE 0' 100' 200' 50' 100' (ENGLISH) EXISTING UTILITY EASEMENT 0000 0000 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 EXISTING TRAFFIC SIGNAL PROPOSED TRAFFIC SIGNAL P L AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, WETLANDS EXISTING UTILITY EASEMENT C F C C F F F F F C C C C C C F F F F F F F C C C C C C C C C C C C C C C C F F F F F F F F C C C C C F C C C C C C C C C C C F F F F F F F F C C F C C C F F F F F F F F F F F F F F F F F F F F 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 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 C C C C C C F F F F C PROPERTIES, LLC CREEDMOOR ROAD JAMI PRIDDY JAMES A BAILEY, JR WAYNE R BAILEY & CRAIG BAILEY CRAIG BAILEY WJC VENTURES LLC A B C D SI EUN JEON SEUNG WOOK & HAMPTONS CASSA, LLC & SU JU CHEN CHIH TE CHEN ATTILA DIDEK MATTHEW HARTTREE THAI NGUYEN & GREGORY P LUCAS, JR COLLEEN C LUCAS & LAURA A EVANS-SHARP DALE R SHARP & & LORRAINE D POWERS CLIFTON C POWERS ROBERT E & BARBARA S RODRUAN COMPANY INLAND BOAT & TELEGRAPH CO TELEPHONE SOUTHERN BELL WAYNE R BAILEY WJC VENTURES LLC & WAYNE R BAILEY WJC VENTURES LLC & & KIM TIPPETT SHERRY GREENSTEIN C A C A C A C A C A C A C A C A C A C A C A C A ROLL 1 OF 4 WAKE COUNTY W AK E C OUNT Y PUBLIC MEETING MAP P U B L I C M EET I NG M A P ROLL 1OF 4 WBS NO. 44706.1.1 W B S NO. 44706 . 1 . 1 TIP PROJECT NO. U-5891 T I P P ROJ E C T NO. U- 5891 AUGUST 13, 2019 AUGUS T 13 , 2019 NC 50 , CREE DM OOR ROAD F ROM I- 540 T O NORT H OF NC 98 RE DU C E D C ONF L I C T I NTE RS E C T I ON A LTE RNA T I V E NC 50, CREEDMOOR ROAD FROM I-540 TO NORTH OF NC 98 REDUCED CONFLICT INTERSECTION ALTERNATIVE NC ONEMAP ORTHOIMAGERY PUBLICATION DATE: DECEMBER 12, 2017 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS P U B L I C M EET I NG M A P ROLL 1OF 4 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION W AK E C OUNT Y W B S NO. 44706 . 1 . 1 T I P P ROJ E C T NO. U- 5891 DESIGN DATA Max. Superelev. Design Speed Functional Class. = 0.04 = 50 mph = Arterial AUGUS T 13 , 2019 NC 50 , CREE DM OOR ROAD F ROM I- 540 T O NORT H OF NC 98 OPTION A I-540 INTERCHANGE: OPTION B I-540 INTERCHANGE: RE DU C E D C ONF L I C T I NTE RS E C T I ON A LTE RNA T I V E -L- POC STA. 10+00.00 BEGIN TIP PROJECT U-5891 71 ' 32 ' 16 ' 32 ' 6 4 ' 16 ' 89 ' 64 ' 32 ' 32 ' 36 ' 20 ' 32' 50 ' 4 8 ' 42 ' 10 8 ' 24 ' 36 ' - 7 Y - - I D D P R - - I D B P R - - I D A P R - - I D C P R - - 1 Y - - L - T O M O RR I S V I LLE T O W A K E F O R E S T T O R A LE I GH Extend 11' x 6' RCBC Extend 11' x 6' RCBC CONNECTIONS ALLOWED. CROSS-STREETS ARE GRADE-SEPARATED. NO PRIVATE DRIVEWAY A FACILITY PROVIDED ONLY VIA RAMPS AT INTERCHANGES. ALL FULL CONTROL OF ACCESS IS DEFINED AS A CONNECTION TO FULL CONTROL OF ACCESS NOTE ARE SUBJECT TO CHANGE. INCLUDING UTILITY EASEMENTS, ARE PRELIMINARY AND UTILITY EASEMENTS. THE DESIGNS SHOWN ON THESE MAPS, IS LIMITED TO LOCATIONS OF MAJOR EXISTING AND POTENTIAL DISPLAYS. THE UTILITY INFORMATION SHOWN ON THESE MAPS UTILITIES ARE NOT SHOWN ON THESE MAPS OR ON OTHER TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED UTILITY NOTE WILL BE DETERMINED AT A LATER DATE. PLANS AND ARE SUBJECT TO CHANGE. DRIVEWAY LOCATIONS DRIVEWAYS ARE NOT SHOWN AS MAPS ARE BASED ON PRELIMINARY DRIVEWAY NOTE 2018 2045 ADT 4,600 5,500 3,300 40,300 6,500 600 31,500 3,500 600 1,900 1,200 45,600 34,900 (BAILEYWICK RD) SR 1830 (BAILEYWICK RD) SR 1830 8,400 6,000 97,600 5,600 11,800 38,600 25,900 40,200 31,400 101,000 8,800 4,300 (BEECHNUT TRAIL) SR 1898 38,500 3,900 400 22,400 2018 2045 ADT 3,800 2,500 1,200 155,500 159,700 9,800 7,800 13,400 2,500 1,300 1,200 (CREEDMOOR RD) (CREEDMOOR RD) NC-50 I-540 I-540 NC-50 A PEDESTRIAN CULVERT BETTERMENTS MAY INCLUDE SIDEWALKS, MULTI-USE PATH, AND BETTERMENTS ARE CONTINGENT UPON MUNICIPAL AGREEMENT. BETTERMENT NOTE 1 2 3 4 5 BLAKE DARBY & KATHRYN OHARA 6 7 RICHARD W & PAMELA T PECK 9 10 ANDREW & KATLEEN PALMISANO 11 12 13 14 15 WARNER A & ABIGALE E REYNOLDS JOSEPH A & TAMARA W BROWN MICHAEL & FRANCES LAWRENCE JIM TA & HAITI FENG CREEDMOOR ROAD PROPERTIES, LLC STEVEN R & STEPHANIE WHITEHEAD DMITRIY & LYUDMILA SINIGUR CHRISTOPHER L & KIMBERLY A COOK JOHN S & ASHLEY B CRUTCHFIELD JOHN MARK WARD DONNA SCHELTINGA STIEBER TRUST THOMAS DAVID STIEBER TRUST & 1 2 3 4 5 BLAKE DARBY & KATHRYN OHARA 6 7 RICHARD W & PAMELA T PECK 9 10 ANDREW & KATLEEN PALMISANO 11 12 13 14 15 WARNER A & ABIGALE E REYNOLDS JOSEPH A & TAMARA W BROWN MICHAEL & FRANCES LAWRENCE JIM TA & HAITI FENG CREEDMOOR ROAD PROPERTIES, LLC STEVEN R & STEPHANIE WHITEHEAD DMITRIY & LYUDMILA SINIGUR CHRISTOPHER L & KIMBERLY A COOK JOHN S & ASHLEY B CRUTCHFIELD JOHN MARK WARD DONNA SCHELTINGA STIEBER TRUST THOMAS DAVID STIEBER TRUST & -L- POC STA. 10+00.00 BEGIN TIP PROJECT U-5891 - B N I D D - - B S I D D - 26' 3 2 ' 32 ' 36 ' 3 6 ' 16 ' 16 ' 32 ' 87 . 5 ' 32 ' 64 ' 36 ' 16 ' 3 2 ' 32' 16 ' 36 ' 6 0 ' 48 ' 42 ' 104 ' 24 ' 36 ' - 7 Y - - 1 Y - - 1 B P R - - L - T O R A LE I GH T O M O RR I S V I LLE T O W AK E F O R E S T - B P R - - 1 A P R - - A P R - - 1 D P R - - D P R - - 1 C P R - - C P R - Extend 11' x 6' RCBC Extend 11' x 6' RCBC I N TE R S T A TE 540 I N T E R S T A T E 540 N C 50 ( CR EE D M OO R R D ) N C 5 0 ( CR EE D M OO RR D ) ) D R K C I W Y E L I A B ( 0 3 8 1 R S ) L I A R T T U N H C E E B ( 8 9 8 1 R S B E L L A HI L L DR N L W E I V G N I D N I W ) D R R O O M D E E R C D L O ( 1 3 8 1 R S 9 10 11 12 13 14 15 1 2 3 4 5 6 7 S U B D I V I S I ON B ELL A V I S T A 50 5 0 15 20 10 15 10 15 15 15 10 15 20 25 3 0 35 40 4 5 5 0 5 5 60 6 5 10 15 SR 1831 (OLD CREEDMOOR RD) T C S S O R T A B L A I N T E R S T A TE 540 I N TE R S T A TE 540 N C 5 0 ( CR EE D M OO RR D ) ) D R K C I W Y E L I A B ( 0 3 8 1 R S ) L I A R T T U N H C E E B ( 8 9 8 1 R S ) D R R O O M D E E R C D L O ( 1 3 8 1 R S 9 10 11 12 13 14 15 1 2 3 4 5 6 7 50 15 10 15 15 15 10 15 20 2 5 30 35 40 45 50 10 15 2 0 15 10 SR 1831 (OLD CREEDMOOR RD) T C S S O R T A B L A