1
DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION POINT CROWN FDPS 6 : 1 SLOPE VARIABLE 2 : 1 M A X (3-5 LANES) VARIES 36' TO 60' THIS LINE GRADE TO FDPS FDPS GRADE POINT C L GRADE POINT POINT CROWN (3-5 LANES) VARIES 36' TO 60' FDPS F O R F I LL S HI NGE P O I NT 2 : 1 M AX SLOPE VAR. 6 : 1 F O R CUT S HI NGE P O I NT SLOPE VARIABLE 2 : 1 M AX 4 : 1 6 : 1 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION PARKS BANKS 1185 LAWRENCE DOUGLAS GREGORY 1184 COLLEEN GUZMAN GREGORY (HEIRS) C/O WILLIAM GUZMAN 1183 PATRICIA ANN L REVIS 1182 NORMAN A. KUYKENDALL 1181 ALANIAN PROPERTIES LLC 1180 CHRISTIAN CHURCH OF HOPE, INC. 1179 ALANIAN PROPERTIES LLC 1178 GLENN M. FRISBEE WILDA FRISBEE 1177 MARION GREEN 1176 RIVER VIEW PROPERTY GROUP LLC 1175 WAYNE B. BUTLER 1174 LYNN T PORSHIA TRACY D. PORSHIA 1173 ERNEST D. PORSHIA MARY PORSHIA 1172 FARN D. PORSHIA KAREN S PORSHIA 1171 MARGARET GARREN PENLAND 1170 LARRY R McABEE CATHERINE R CARTER 1169 JERRY A. McKINNEY 1168 THE LANDING STRIP, INC. C/O CROWN PLAZA RESORT 1167 HARRY LEE FREEMAN ETAL PHILLIP HART FREEMAN ETAL 1166 JAMES E. GOODRUM CAROL B GOODRUM 1165 HENRY W. STEVENS MILDRED STEVENS 1164 CRAIG MACKENZIE COGGINE ETAL KORIE COGGINS AINSPAN ETAL 1163 WESCO REAL ESTATE III, LLC 1162 BLUE RIDGE AREA FOUNDATION INC. 1161 W. W. GRAINGER, INC. 1160 RAT PACK LLC 1159 RAMP STUDIOS LLC 1158 J. CARY MONROE REVOCABLE TRUST J CARY MONROE TRUSTEE 1157 WS HARRISON & JR STERNBERG PROP 1156 SPRINKLE CREEK VENTURES, INC. 1155 AGIQUA, LLC 1154 CHRISTOPHER J. PETERSON 1153 BERNICE WAYNE DAVIS 1152 RIVERLINK, INC. 1151 CITY OF ASHEVILLE 1150 RIVERLINK INC. 1149 ROBERSON ENTERPRISES, INC. C/O TERRY ROBERSON 1148 FARM EQUIPMENT CO.OF ASHEVILLE, INC. 1147 WARREN ANDERS & MARIE ANDERS 1146 ASHVILLE RIVER RECREATION INC 1145 MORANCE PROPERTIES INC. 1144 RIVERSIDE DR., LLC 1143 CAPE FOX RAVILLA, LLC 1142 MORANCE PROPERTIES, INC. 1141 RIVERSIDE PARTNERS, LLC 1140 12' GROUND EXISTING 12' 12' BARRIER W/ PLANTER 41" SINGLE FACED CONC 12' THIS LINE GRADE TO GROUND EXISTING GROUND EXISTING CONNECTIONS ARE ALLOWED. CROSS-STREETS ARE GRADE SEPARATED. NO PRIVATE DRIVEWAY FACILITY PROVIDED ONLY VIA RAMPS AT INTERCHNAGES. ALL FULL CONTROL OF ACCESS IS DEFINED AS A CONNECTION TO A NOTE: THIS LINE GRADE TO F O R CUT S HI NGE P O I NT 12' 12' FDPS 12' FDPS 12' FDPS GRADE POINT FDPS VARIES GRADE POINT C L C L F O R F I LL S HI NGE P O I NT F O R CUT S H I NGE P O I NT F O R F I LL S HI NGE P O I NT F O R CU T S HI NGE P O I NT 30' 2 : 1 M AX SLOPE VARIABLE 6 : 1 (2-4 LANES) VARIES 24' TO 48' (2-4 LANES) VARIES 24' TO 48' F O R F I L L S HI NGE P O I NT 30' SLOPE VARIABLE 6 : 1 2 : 1 M A X 6 : 1 4 : 1 2 : 1 M A X SLOPE VAR. 6 : 1 2 : 1 M AX 6 : 1 4 : 1 2 : 1 M AX GROUND EXISTING 30' SLOPE VARIABLE 6 : 1 2 : 1 M A X 6 : 1 4 : 1 2 : 1 M AX GROUND EXISTING GROUND EXISTING GROUND EXISTING SLOPE VAR. THIS LINE GRADE TO SLOPE VAR. SLOPE VAR. CONNECTIONS ARE ALLOWED. CROSS-STREETS ARE GRADE SEPARATED. NO PRIVATE DRIVEWAY FACILITY PROVIDED ONLY VIA RAMPS AT INTERCHNAGES. ALL FULL CONTROL OF ACCESS IS DEFINED AS A CONNECTION TO A NOTE: upon a municipal agreement with the City of Asheville Bicycle and pedestrian accommodations are contingent NOTE: upon a municipal agreement with the City of Asheville Bicycle and pedestrian accommodations are contingent NOTE: DUYCK CONSTRUCTION CO., INC. 1139 BERNARD COATES & KATHERYN COATES 1138 TERRI S. EURY 1137 ASHEVILLE AUTO AUCTION, INC. 1136 TERRI S. EURY 1135 THOMAS A. HUTCHINSON 1134 WARREN C. ANDERS 1133 ASHEVILLE AUTO AUCTION INC. 1132 STATE OF NORTH CAROLINA 1131 NORTH CAROLINA STATE HIGHWAY COMMISSION 1130 STATE EMPLOYEES CREDIT UNION 1129 RAMP STUDIOS LLC 1128 HOUSING AUTHORITY OF THE CITY OF ASHEVILLE 1127 TERESA S BEEMAN ROGER A STEPHENSON 1126 NATHAN L GAZAWAY 1125 JAG & ASSOCIATES CONSTRUCTION INC 1124 MITB HOLDINGS COMPANY LLC 1123 GAIL L FERGUSON, PATRICK D FERGUSON 1122 JOHANN DOELLGAST & SHAUN McCULLOM 1121 GOOD LUCK CRICKET LLC 1120 ROBERT HORSHMAN JENNIFER HORSHMAN 1119 PRISCILLA NULLET 1118 MICHAEL W DICKINSON 1117 JOSHUA D COOPER ALANNA P NAPPI 1116 GOOD LUCK CRICKET LLC 1115 MARGARET B. FOX 1114 KATHY GILLIAM HOLLOWAY 1113 HEATHER C DEIHL 1112 HEATHER C. DEIHL 1111 MATTHEW J. LITTLEFIELD 1110 ROBERT S. BIGGERSTAFF JOHN SHALLER 1109 LUCY MORRIS & PAULA SELLERS 1108 ZACHARY J YANCEY 1107 STEPHANIE S. CHITTICK 1106 LUKE A. WITHROW 1105 CITY OF ASHEVILLE 1104 CITY OF ASHEVILLE 1103 CITY OF ASHEVILLE 1102 ASHEVILLE AUTO AUCTION, INC. 1101 DANIEL FIORE 1100 BUNCOMBE COUNTY 1099 CITY OF ASHEVILLE 1098 CITY OF ASHEVILLE 1097 ANDREW GLATSTEIN 1096 CAROLINA POWER AND LIGHT PROGRESS ENERGY OF THE CAROLINAS FKA 1095 TIFFANY MILA WHITE 1094 JOHN R. OLUP 1093 DENISE HUNT MILLER 1092 NORTH CAROLINA STATE HIGHWAY COMMISSION 1091 1043 DJ3, LLC LEGEND EXISTING STRUCTURES, ISLAND, CURB TO BE REMOVED TO BE RETAINED EXISTING 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 RAILROAD RIGHT OF WAY PROPOSED CONTROL OF ACCESS EXISTING CONTROL OF ACCESS PRESENT ADT FUTURE ADT PROPERTY LINES EXISTING TRAFFIC SIGNAL PROPOSED TRAFFIC SIGNAL STREAM BUFFER ZONE WETLAND LIMITS BOUNDARY P L AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, HISTORIC PROPERTY BOUNDARY EXISTING UTILITY EASEMENT CEMETERIES PROPOSED STRUCTURES, ISLAND, CURB AND GUTTER PROPOSED MULTIUSE PATHS / GREENWAYS POTENTIAL NOISE ABATEMENT AREAS LEGEND EXISTING STRUCTURES, ISLAND, CURB TO BE REMOVED TO BE RETAINED EXISTING 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 RAILROAD RIGHT OF WAY PROPOSED CONTROL OF ACCESS EXISTING CONTROL OF ACCESS PRESENT ADT FUTURE ADT PROPERTY LINES EXISTING TRAFFIC SIGNAL PROPOSED TRAFFIC SIGNAL STREAM BUFFER ZONE WETLAND LIMITS BOUNDARY P L AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, HISTORIC PROPERTY BOUNDARY EXISTING UTILITY EASEMENT CEMETERIES PROPOSED STRUCTURES, ISLAND, CURB AND GUTTER PROPOSED MULTIUSE PATHS / GREENWAYS POTENTIAL NOISE ABATEMENT AREAS BARRIER CONSTRUCTION WILL OCCUR PENDING PUBLIC APPROVAL. TRAFFIC NOISE POLICY. IF THESE CRITERIA ARE MET, MEET THE FEASIBLE AND REASONABLE CRITERIA WITHIN THE NCDOT TO DETERMINE WHETHER THESE POTENTIAL BARRIER LOCATIONS DETAILED ANALYSES WILL OCCUR DURING FINAL PROJECT DESIGN WHICH POTENTIAL NOISE BARRIERS HAVE BEEN IDENTIFIED. MORE THE LABELED AREAS INDICATE NOISE-SENSITIVE LOCATIONS FOR POTENTIAL NOISE ABATEMENT AREA NAD 83 NAD 83 C C F F F C F F F F C C F F F F F F F F C F C C F F C C F F F F C C C C C F F C C C C F F C C C C C C C C C C F F F F F C C C C C F F C C C C C C F F F F F F 65 + 0 0 7 0 + 0 0 75 + 00 80 + 00 85 + 00 9 0 + 0 0 95 + 00 100 + 00 105 + 00 110 + 00 1 1 5 + 00 120 + 00 12 5 + 00 130 + 00 135 + 00 140 + 00 1 4 5 + 0 0 15 0 + 0 0 10 +00 1 5 + 0 0 20 + 0 0 25 + 00 30 + 00 15 +0 0 20 +00 25 + 00 3 0 + 0 0 35 + 00 40 + 00 45 + 00 50 + 0 0 5 5 + 0 0 60 + 0 0 65 + 00 70 + 00 30 + 00 3 5 + 00 40 +00 45 +00 50 +00 55 +00 60 + 00 10 + 00 1 5 + 00 20 +00 15 + 00 20 + 00 2 5 + 0 0 30 +00 35 +00 40 +0 0 45 +00 50 +00 55 +00 25+00 25 + 00 30 + 00 15 +00 20 + 00 10 + 00 15 + 0 0 20 + 00 25 + 00 30 + 00 3 5 + 0 0 40 + 00 4 5 + 00 5 0 + 00 55 + 00 60 + 00 6 5 + 00 70 + 0 0 75 + 00 80 + 00 8 5 + 00 1 0 + 00 15 + 00 20 +00 25 + 00 30 + 00 10 + 00 1 5 + 00 20 + 00 25 + 00 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 C A C A C A C A C A BUNCOMBE COUNTY B UN C O M B E C OUN T Y B U N C O M B E C O U N T Y R O LL 5 O F 7 ROLL 5 OF 7 RO L L 5 O F 7 I- 40 T O U S - 19 - 23 - 70 NO R T H O F A S H E V I LLE I-26 CONNECTOR F.A. PROJECT MANHF 26-1(53) TIP PROJECT I-2513 (34165.1.2) F . A . P R O J E C T M A N H F 2 6 - 1 ( 5 3 ) T I P P R O J E C T I - 2 5 1 3 ( 3 4 1 6 5 . 1 . 2 ) I - 4 0 T O U S - 1 9 - 2 3 - 7 0 N O R T H O F A S H E V I L L E I - 2 6 C O N N E C T O R I- 40 T O U S - 19 - 23 - 70 NOR T H O F A S H E V I LLE I- 26 C ONN E C T O R F . A . P R O J E C T M ANH F 26 - 1 ( 53 ) T I P P R O J E C T I- 2513 ( 34165 . 1 . 2 ) D E S I GN P U B L I C H E A R I NG M A P D E S I G N P U B L I C H E A RI N G M A P D E S I GN P U B L I C H E A R I NG M A P (ENGLISH) 0' 100' 200' 100' 50' TRAFFIC DIAGRAM 2015 ADT 2040 ADT IMAGERY DATE - MAR. 2015 NC ONEMAP GEOSPATIAL PORTAL AERIAL PHOTOGRAPHY OBTAINED FROM I-26 Max. Superelev. = 0.06 ON BRIDGES Max. Superelev. = 0.08 Design Speed = 60 MPH Functional Class. = INTERSTATE DESIGN DATA US-19/23 I-26/ I-26/I-240 N/A N/A I-240 0 . 02 0 . 0 4 14' 0 . 0 4 35' 0 . 0 4 0 . 02 TYPICAL SECTION I-26 -LB- (I-26) 0 . 02 0 . 02 14' 0 . 0 4 18' 10' 6' (ENGLISH) 0' 100' 200' 100' 50' 0 . 02 0 . 04 0 . 0 4 0 . 02 0 . 02 0 . 0 4 0 . 02 0 . 04 -240EB- (I-240 EB) -240WB- (I-240 WB) 10' 6' 18' 14' 14' 10' 6' 18' 14' 18' 6' 10' 14' 111,600 46,800 59,200 86,400 59,200 39,600 59,200 104,400 I N TE R S T A TE 240 I N TE R S T A TE 26 I N TE R S T A TE 240 I N TE R S T A TE 240 I N TE R S T A TE 26 I N T E R S T A TE 26 I N TE R S T A T E 26 preliminary and are subject to change. on these maps, including utility easements, are and potential utility easements. The designs shown these maps is limited to locations of major existing on other displays. The utility information shown on proposed utilities are not shown on these maps or To provide greater visual clarity, existing and UTILITY INFORMATION: R I V E R S I D E D R HI LL S T R I V E R S I D E D R S Y L VAN AV E T A C O M A C I R W E S T O V E R A L LE Y W E S T O V E RD R P E A RS ON DR H I BR I TE N D R K L O NDYK E AV E B RO A DW A Y S T C A MP U S D R R I V E R S I D ED R R I V E R S I D E D R E MMA R D E MM A RD B OON E S T P E A RS ON BRI DGE RD 1055 1132 1133 1134 1135 1136 10 9 1 10 9 2 1093 1 094 1095 1096 10 9 7 1098 1137 1138 1139 1140 1141 1142 1143 1099 1100 1101 1102 1103 1104 1105 1106 1107 1112 1 11 4 1113 1111 1110 1109 1108 1115 1116 1117 1118 1119 1120 1121 1123 1124 1125 1126 1128 1127 1129 1130 1131 11 4 4 1 14 7 114 8 1149 11 50 1 15 1 1152 115 3 1154 1155 1157 1159 1 1 60 1 16 1 1162 1 16 3 1164 1 16 5 1166 1168 1169 1167 1 17 0 1 1 71 1 17 2 1 1 75 11 73 1 17 4 1 17 7 1 1 76 1 17 8 11 7 9 1 1 81 1 18 2 1 18 3 1 18 4 11 85 1122 1043 1158 1 1 80 1156 1098 H P B H P B HP B HP B HP B HP B HP B H P B H P B HP B HP B H P B H P B H P B H P B H P B H P B HP B H P B H P B HP B HP B HP B HP B HP B H P B HP B H P B HP B H P B HP B HP B H P B HP B HP B H P B W L B W L B W L B W L B W L B H P B H P B PIs Sta 61+48.75 Ls = 240.00' LT = 160.07' ST = 80.06' PI Sta 66+82.36 L = 874.42' T = 453.67' R = 1,330.00' D PIs Sta 117+39.60 Ls = 400.00' LT = 266.82' ST = 133.47' F PIs Sta 128+92.04 Ls = 340.00' LT = 226.71' ST = 113.37' F F LT = 266.82' ST = 133.47' PI Sta 110+40.78 D L = 1,169.01' T = 603.67' R = 1,900.00' PIs Sta 151+69.71 Ls = 80.00' LT = 45.57' ST = 34.43' F F PI Sta 156+18.61 L = 805.23' T = 403.33' R = 5,500.00' D PIs Sta 74+60.26 Ls = 240.00' LT = 160.04' ST = 80.04' PI Sta 85+73.83 L = 1,846.78' T = 1,033.62' R = 1,650.00' D PIs Sta 134+44.71 Ls = 340.00' LT = 226.71' ST = 113.37' PIs Sta 139+22.10 Ls = 275.00' LT = 183.37' ST = 91.70' F PIs Sta 94+67.03 F Ls = 240.00' LT = 160.04' ST = 80.04' PIs Sta 103+03.93 F Ls = 400.00' PI Sta 145+86.30 D L = 1,121.54' T = 572.57' R = 2,260.00' F F PI Sta 131+68.50 L = 326.01' T = 163.17' R = 2,960.00' D PIs Sta 71+68.84 Ls = 197.11' LT = 131.45' ST = 65.74' F -LB- 0000 0000 WLB BZ HPB 0000 0000 WLB BZ HPB CI T Y O F A S HE V I LL E B UNCO M B E COUNT Y C I T Y O F A S H E V I LLE B U N C O M B E C O U N T Y - Y 7 R P DD - - Y 7 R P A - - Y 7 RPAA - - L B- - 2 40 W B - - 2 4 0 EB- - Y 36 - - Y 3 6 - - 2 3 S B- - Y 32 - - 23 N B - - 23 S B - - L B - - Y 2 - - Y 16 C - - 23 S B - R ET A I N I NG WA L L R E T A I N I N G WA LL R ET A I NI NG W A LL R ET A I N I NG WA LL RETAINING WALL R ET A I N I NG W A LL R ET A I N I N G WA LL 16 ' 24 ' 36 ' 48 ' 3 6 ' 48 ' 36 ' 24 ' 24 ' 32 ' 24' 36 ' 33 ' 2 4 ' 2 4 ' 33 ' 48 ' 60 ' 60 ' 60 ' 42 ' 4 8 ' 24 ' 4 8 ' SMITH MILL CREEK F R E N C H BR OAD R I V E R F R E N C H BR OAD R I V E R R E T A I N I NG W A L L A B C D 33 ' 24 ' 16 ' 16 ' 24 ' 3 6 ' MONTFORD HILLS HISTORIC DISTRICT MONTFORD HILLS AND HIBRITEN DR HISTORIC DISTRICT FREEMAN HOUSE HISTORIC PROPERTY MONTFORD AREA HISTORIC DISTRICT M U LT I U S EP A T H M U LT I U S EP A T H M U LT I U S E P A T H T O W OOD F I N 26 ' 26 ' 24 ' 2 6 ' - L B- T S S t a . 59 +88 . 69 -LB- SC Sta. 62+28.69 -LB- CS Sta. 71+03.11 -LB- SRS Sta. 73+00.22 -LB- SC Sta. 75+40.22 -LB- CS Sta. 93+86.99 -LB- ST Sta. 96+26.99 -LB- TS Sta. 100+37.11 -LB- SC Sta. 104+37.11 -LB- CS Sta. 116+06.12 -LB- ST Sta. 120+06.12 -LB- TS Sta. 126+65.33 -LB- SC Sta. 140+13.73 -LB- ST Sta. 136+71.34 -LB- TS Sta. 137+38.73 -LB- SC Sta. 130+05.33 NO R F O L K S OU T H E R N R A I L WAY NO R F O L K S OU T H E R N R A I L WAY NO R F O L K S OU T H E R N R A I L WAY NO R F O L K S OU T H E R N R A I L W AY B L UE R I DGE S OUT HE R N R A I L W AY CP&L RIGHT OF WAY P R OG R E SS E N E R GY R I GH TO F WAY P R OG R E SS E N E R GY R I GH TO FW AY -Y36- POT Sta. 87+50.00 END STIP U-5868 -LB- POC Sta. 142+34.45 END STIP I-2513B M S D E A S E M E N T M S D E A S E M E N T RIVERSIDE CEMETERY CROWNE PLAZA ASHEVILLE APPALACHIAN STOVE UNIVERSITY OF NORTH CAROLINA ASHEVILLE -Y36- POT Sta. 10+30.00 BEGIN STIP U-5868 M A T C HL I N E A S EE R O LL 4 M A T C HL I N E B S EE R O LL 4
![Index [] · Index A Abortions .....108, 109, 114, 115, 116 Abrasives, stone ..... 1153, 1154 Accidents and fatalities . 207, 994, 1017, 1018, 1023,](https://static.documents.pub/doc/80x56/5f0dcafe7e708231d43c1ce1/index-index-a-abortions-108-109-114-115-116-abrasives-stone-.jpg)
