B OON E MUN I C I P A LB OUNDA R Y B O O N EMUN I C I P A LB OUNDA R Y BOON E M UN I CI PAL BOUNDARY B O O N E MUN I C I P A LB OUNDA R Y B OON EMUN I C I P A LB OUN D A R Y PROJECT 45831.1.2 (U-5603) DESIGN DATA ROLL OF 2 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS FUNCTIONAL CLASSIFICATION = URBAN MAJOR ARTERIAL 0’ 100’ 200’ 50’ 100’ (GRAPHIC SCALE) WATAUGA COUNTY DESIGN SPEED = 40 MPH MAX. SUPERELEV. = 0.04 NC 105 FROM US 321 TO NC 105 BYPASS PROPOSED UPGRADE OF PUBLIC MEETING MAP MARCH 10, 2014 NC ONE MAP IMAGERY DATE: OCTOBER 2018 WLB WLB 1 0 15 -Y2- PC Sta. 16+38.81 -Y2- POT Sta. 10+00.00 -Y2- PC Sta. 10+20.39 -Y2- PT Sta. 10+91.51 -Y2- PC Sta. 11+62.03 -Y2- PT Sta. 13+08.55 -Y2- PC Sta. 13+55.63 -Y2- PT Sta. 14+32.63 -Y2- PT Sta. 17+82.28 1 ROADWAY TYPICAL NC 105 BYPASS -Y1- POPLAR GROVE RD SR 1552 -Y2- AMBLING WAY -Y3- SR 1102 POPLAR GROVE RD -Y4- SR 1148 HOMESPUN HILLS RD -Y5- COMERCIAL DW -L- NC 105 -L- NC 105 142 172 11 12 131 160 170 258 290 406 271 389 13 20 2 6 11 14 31 40 6 20 37 60 39 89 13 21 26 68 9 10 6 7 1 1 1 1 3 3 2 2 305 417 292 370 253 320 256 324 TRAFFIC VOLUMES IN HUNDREDS EST. 2015/2040 0.02 GRADE POINT 0.02 2’-0" 12’-0" 12’-0" 0.02 1’-6" 0.02 0.02 1’-6" 6’-0" LANE BIKE 5’-0" 2’-0" 12’-0" 12’-0" 0.02 6’-0" LANE BIKE 5’-0" C L -L- NC 105 2 : 1 2 : 1 2 : 1 2 : 1 VARIES 23’ to 6’ LEGEND 0000 0000 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 LAKES, RIVER, STREAMS AND PONDS PROPOSED CONTROL OF ACCESS PRESENT ADT FUTURE ADT PROPERTY LINES EXISTING TRAFFIC SIGNAL PROPOSED TRAFFIC SIGNAL WETLAND LIMITS BOUNDARY AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, C A PROPOSED RETAINING WALL MUNICIPAL BOUNDARY EXISTING STRUCTURES, ISLAND, CURB TO BE RETAINED AND GUTTER PI Sta 71+43.50 D L = 320.18’ T = 160.24’ R = 3,000.00’ 1 5 20 25 30 35 40 45 50 55 60 65 70 -L- PT Sta. 17+60.35 -L- POT Sta. 26+86.08 -Y1- POT Sta. 19+85.02 -L- POT Sta. 33+25.56 -Y2- POT Sta. 18+60.92 -Y3- POT Sta. 15+78.05 -Y3- PT Sta. 15+29.51 -Y3- PC Sta. 13+10.96 -Y3- PT Sta. 12+32.88 -Y3- PC Sta. 11+06.64 -L- POT Sta. 33+31.25 -Y3- POT Sta. 10+00.00 -L- PC Sta. 35+80.89 -Y4- PT Sta. 12+59.12 -Y4- PI Sta. 13+80.59 -Y4- PC Sta. 14+83.13 -Y4- PT Sta. 16+38.08 -Y4- PC Sta. 16+92.29 -Y4- PT Sta. 17+77.43 -L- POC Sta. 39+67.48 -Y4- POT Sta. 18+14.82 -L- PT Sta. 45+11.46 -L- PC Sta. 45+58.89 -L- POT Sta. 46+25.95 -Y5- POT Sta. 15+33.16 -Y5- PT Sta. 13+64.65 -Y5- POT Sta. 10+00.00 -Y5- PC Sta. 10+90.17 -L- PT Sta. 58+40.33 -Y6- POT Sta. 10+00.00 -L- POT Sta. 60+27.74 -Y6- POT Sta. 12+66.71 -Y7- POT Sta. 10+00.00 -Y7- PC Sta. 10+91.45 -Y7- PT Sta. 12+80.56 -L- POT Sta. 62+64.38 -Y7- POT Sta. 14+54.87 -Y8- POT Sta. 10+00.00 -Y8- PC Sta. 11+80.77 -Y8- PT Sta. 12+53.19 -L- POT Sta. 69+27.02 -Y8- POT Sta. 12+61.10 -L- PC Sta. 69+83.25 -L- PT Sta. 73+03.44 -Y7- Sta. 13+00.00 BEGIN CONSTRUCTION 45 45 -Y5- Sta. 13+15.00 BEGIN CONSTRUCTION BEGIN CONSTRUCTION -Y3- Sta. 12+60.00 BEGIN CONSTRUCTION -Y2- Sta. 14+00.00 BEGIN CONSTRUCTION -Y1- Sta. 11+90.00 -Y8- Sta. 10+50.00 BEGIN CONSTRUCTION -Y6- Sta. 10+00.00 BEGIN CONSTRUCTION -Y4- Sta. 12+39.75 BEGIN CONSTRUCTION -L- Sta. 15+00.00 BEGIN CONSTRUCTION S T A 74 + 00 . 0 0 M A T C HL I N E S HE ET 2 1 5 20 25 30 35 40 45 50 55 60 65 70 1 0 1 5 10 15 10 15 10 15 1 0 15 10 1 0 PI Sta 13+83.36 D L = 760.35’ T = 383.36’ R = 2,410.00’ PI Sta 40+63.19 D L = 930.56’ R = 1,435.00’ PI Sta 52+02.63 D L = 1,281.44’ T = 643.74’ R = 5,400.00’ PI Sta 10+56.19 D L = 71.13’ T = 35.80’ R = 250.00’ PI Sta 12+45.99 D L = 146.53’ T = 83.97’ R = 120.00’ PI Sta 13+94.44 D L = 77.00’ T = 38.81’ R = 250.00’ PI Sta 16+04.85 D L = 143.47’ T = 87.24’ R = 100.00’ PI Sta 11+79.73 D L = 126.24’ T = 73.09’ R = 100.00’ PI Sta 14+32.59 D L = 218.54’ T = 121.62’ R = 200.00’ 10 PI Sta 12+03.60 D L = 189.12’ T = 112.15’ R = 140.00’ -Y1- POT Sta. 10+00.00 45 -L- -Y2- -Y2- PI Sta 11+43.10 D L = 232.30’ T = 116.28’ R = 2,000.00’ PI Sta 15+61.38 D L = 154.95’ T = 78.25’ R = 450.00’ PI Sta 17+35.51 D L = 85.14’ T = 43.23’ R = 200.00’ -Y4- PI Sta 12+27.96 D L = 274.48’ T = 137.79’ R = 1,250.00’ -Y5- -Y7- PI Sta 12+17.04 D L = 72.42’ T = 36.28’ R = 500.00’ -Y8- P OP L A R GR OV E R OAD S OU T H NC 105 B Y P A SS N C 1 05 N C 1 05 A M B L I NG W AY P O P L A R GR O V E R O A D HO M E S P UN HI LL S R O AD M A R Y AH D R I V E S NAGGY M OUN T A I N B OU LE VA R D DOGW O O D R O A D BUILDING SUPPLY NEW RIVER CONSIGNMENT CURIOSITY E X P R E SS KANGA R O O C A RWA S H B U BB LE S T O WNHO M E S F O R R E S TE DG E WH EEL S F UN ’ N ’ H I L L S MO TEL H I GH L AND SP EE D WAY K E DN E Y C A R E F R E S E N I U S BB & T P R O P E R T I E S H E R I T AG EC OU R T J EE PD O DG E R O S SC H R Y S L E R S U P E R8 C OMMON S H I G H L AND F U R N I T U R E B A D C O C K HO M E T O F O S C O E - L - P O C S t a . 15 + 00 . 00 B E G I N T I PP R O J E C T U - 5603 ~32 LENGTH PROPOSED (2) 78" CMP RCBC 1’ PROPOSED (2) 7’X5’ ~32’ LENGTH EXTEND CULVERT PROPOSED (2) 84"RCP 92 ’ 110 ’ 81 ’ 81 ’ 93 ’ 50 ’ 45 ’ 5 3 ’ 53 ’ 60 ’ N E W R I V E RB U I L D I N GS U PP L Y WWW HO L D I NG S LL C D E WE YCWR I GH T M A R G I E WR I GH T A N D R E W FD I NK I N E. F . COE LEE Q McMILLAN JOHN H CAMPBELL SHELLY M CAMPBELL GARY W DEITZ HJRR HOLDINGS LLC DEWEY C WRIGHT MARGIE WRIGHT HIGH COUNTRY LLC CHANDLER CONCRETE DEWEY C WRIGHT MARJORIE WRIGHT FRANK E PROCTOR APPALACHIAN STUDENT HOUSING TP LAND HOLDINGS LLC DANIELLE S WADE ANDREW B WADE POPLAR 105 LLC JOHN R HOUSER BETTY T LITTLE FRANCES H HENSON BARBARA A DEAL INVESTMENTS LLC COLUMBUS HOWARD LYNN R HUBBARD GLADYS BIDDIX BROWN IRREVOCABLE TRUST FOR L BLAIR JR FREDERICK OWNERS ASSOCIATION INC HERITAGE COURT PROPERTIES JKL PROPERTIES LLC B L ROBINSON LLC INVESTMENTS LLC COLUMBUS HOWARD PROPERTIES LLC A&R MOUNTAIN DATED 03-29-1994 REVOCABLE TRUST JAMES H LESTER JOHN P FIDLER BARBETTA LLC JILL A PATEL BARBARA B DE LEO SAM ABDIN RAMSEY W ABDIN HIGHLAND COMMONS BOONE LLC NOCHE LLC LUCIANO LUZI TEMPLETON PROPERTIES LP TEMPLETON PROPERTIES LP GARY M HENSON JOYCE C HENSON HAROLD M HENSON GARY M HENSON JOYCE C HENSON HAL S VANNOY NELL ABSHER ROBERT D LEE SHARON J LEE TEMPLETON PROPERTIES LP KENNETH D HAYES BETTY S HAYES VULCAN LANDS INC GOODMAN FREDA R ENTERPRISES INC PAUL BROWN HENSON HAROLD M JOHNSON JR HOWARD B ASSOCIATION INC CONDO DOGWOOD PLAZA HARWOOD YVETTE PIPES LENORE N LLC PROPERTIES KES 10-26-2005 TRUST DATED REVOCABLE FISCHER JOHN WARREN RICE JOHN E RICE MARY J RICE JOHN E RICE JOHN E RICE MARY J ROCK RD LLC 644 BLOWING PROPERTIES LLC BOONE MEDICAL ENTERPRISES INC AMP INVESTMENTS II SODALIS INVESTORS RSP and are subject to change. The designs shown on these maps, including utility easements, are preliminary maps is limited to locations of major existing and potential utility easements. on these maps or on other displays. The utility information shown on these To provide greater visual clarity, existing and proposed utilities are not shown UTILITY INFORMATION: F C F C F C F F F F F F F F F F F C C C C F C F C C F C F C C F F C F C F C C C F C F C F C F C F C C C C C C C F C C F C F C C C C C C C C C C F F F C C C C C C C C F C F C F C F C F F C F C F C F C C C F C C F C F F F F C F F F F F F F F F C F C 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 C C F C F C 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 C F F F F F F F F F F C F C F C F C F C F C F F F C F C F C F C F C F C F C F C F C F C F C F C C C C C F C F C F C F C F C F C F C F C F C F C C C F C F C F C F C F C C C F C F C C C C C C C F F F F F F F F F C C F F F F F F F F F C C F F F