ROLL - 8 ROLL - 8 $$$$$$SYSTI ME$$$$$ $$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$ $$$$USERNAME$$$$ BUNCOMBE & HENDERSON COUNTY B UNC OM B E & H E ND E RS ON C OUNT Y B UNC OM B E & H E ND E RS ON C OUNT Y DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS WBS 36030.1.1 (I-4700) - F. A. PROJECT IMNHF-026-1(86)9 WBS 34232.1.1 (I-4400) - F. A. PROJECT NHF-26-1(62)23 F . A. P ROJ E C T NH F - 26 - 1 ( 62 ) 23 W B S 34232 . 1 . 1(I- 4400 ) F . A. P ROJ E C T I M NH F - 026 - 1 ( 86 ) 9 W B S 36030 . 1 . 1(I- 4700 ) F . A. P ROJ E C T NH F - 26 - 1 ( 62 ) 23 W B S 34232 . 1 . 1(I- 4400 ) F . A. P ROJ E C T I M NH F - 026 - 1 ( 86 ) 9 W B S 36030 . 1 . 1(I- 4700 ) DESIGN PUBLIC MEETING MAP D E S I GN P U B L I C M EET I NG M A P D E S I GN P U B L I C M EET I NG M A P PREFERRED ALTERNATIVE ALTERNATIVE PREFERRED ALTERNATIVE PREFERRED LEGEND PROPOSED TRAFFIC SIGNAL WETLAND LIMITS BOUNDARY HISTORIC PROPERTY BOUNDARY HPB 0000 0000 PROPOSED CONTROL OF ACCESS EXISTING CONTROL OF ACCESS PRESENT ADT FUTURE ADT PROPERTY LINES C A C A CEMETERIES NOISE STUDY AREA DUKE ENERGY COMPLIANCE MONITORING WELL DUKE ENERGY WATER WELL LOCATION DUKE ENERGY MONITORING WELL DUKE ENERGY PIEZOMETER 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 TO BE REMOVED AND GUTTER AND GUTTER LAKES, RIVER, STREAMS AND PONDS RAILROAD RIGHT OF WAY EXISTING UTILITY EASEMENT EXISTING ROADWAY PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY BUILDINGS AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, MOUNTAINS TO SEA TRAIL EXISTING TRAFFIC SIGNAL OTHER STIP PROJECTS F C LIMITS OF TRANSITION FILL LIMITS OF TRANSITION CUT LEGEND PROPOSED TRAFFIC SIGNAL WETLAND LIMITS BOUNDARY HISTORIC PROPERTY BOUNDARY HPB 0000 0000 PROPOSED CONTROL OF ACCESS EXISTING CONTROL OF ACCESS PRESENT ADT FUTURE ADT PROPERTY LINES C A C A CEMETERIES NOISE STUDY AREA DUKE ENERGY COMPLIANCE MONITORING WELL DUKE ENERGY WATER WELL LOCATION DUKE ENERGY MONITORING WELL DUKE ENERGY PIEZOMETER 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 TO BE REMOVED AND GUTTER AND GUTTER LAKES, RIVER, STREAMS AND PONDS RAILROAD RIGHT OF WAY EXISTING UTILITY EASEMENT EXISTING ROADWAY PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY BUILDINGS AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, MOUNTAINS TO SEA TRAIL EXISTING TRAFFIC SIGNAL OTHER STIP PROJECTS F C LIMITS OF TRANSITION FILL LIMITS OF TRANSITION CUT US 64 INTERCHANGE CONCEPT ROLL 8 OF 8 US 64 I NTE RC HANGE C ONC E P T ROLL 8 OF 8 US 64 I NTE RC HANGE C ONC E P T ROLL 8 OF 8 ROLL - 8 ROLL - 8 0' 100' 200' 50' 100' (ENGLISH) 0' 100' 200' 50' 100' (ENGLISH) C A C A C A C A C A C A C A C A C A C A T S T S S P S C ON C S S A L B E A W I LL I A M SLL C B ON W O R T H F R AN C I SR OAD LL C S C H R OD E R , LE ONA R D LAKE POINTE LANDING RETIREMNT INVESTORS K E N K E N C O R P W I LL I A M S , R O B E R TD D R E A M SD O M I N I ON I N C PI Sta 12+33.89 D PI Sta 19+02.90 L = 392.94' T = 200.97' R = 760.00' PIs Sta 21+61.65 F Ls = 200.00' LT = 133.45' ST = 66.78' D PIs Sta 16+35.39 F Ls = 200.00' LT = 133.45' ST = 66.78' L = 183.32' T = 96.00' R = 250.00' PIs Sta 11+35.69 F Ls = 200.00' LT = 135.69' ST = 68.81' PI Sta 26+59.04 D L = 591.56' T = 1,459.04' R = 175.00' PIs Sta 18+60.37 F Ls = 200.00' LT = 135.69' ST = 68.81' PIs Sta 11+33.40 Ls = 200.00' LT = 133.40' ST = 66.73' PI Sta 14+34.57 D L = 460.80' T = 234.57' R = 1,000.00' PIs Sta 17+27.53 F Ls = 200.00' LT = 133.40' ST = 66.73' PI Sta 32+32.35 D L = 598.80' T = 299.76' R = 5,018.78' PI Sta 17+38.55 L = 1,090.41' T = 545.21' R = 237,308.62' D F R = 3,770.72' PIs Sta 15+04.41 F Ls = 200.00' LT = 133.45' ST = 66.78' PI Sta 18+25.93 L = 492.01' T = 254.98' R = 760.00' PIs Sta 21+29.75 F Ls = 200.00' LT = 133.45' ST = 66.78' D T = 185.63' L = 370.96' D PI Sta 11+85.63 PI Sta 19+43.17 D L = 416.72' T = 210.52' R = 1,190.00' PIs Sta 16+66.04 Ls = 200.00' LT = 133.38' ST = 66.71' PI Sta 12+00.22 D L = 249.83' T = 136.47' R = 250.00' PIs Sta 22+16.09 Ls = 200.00' LT = 133.38' ST = 66.71' F PIs Sta 11+35.69 F Ls = 200.00' LT = 135.69' ST = 68.81' PI Sta 26+75.02 L = 591.11' T = 1,475.02' R = 175.00' D PIs Sta 18+59.92 F LT = 135.69' Ls = 200.00' ST = 68.81' F 360 + 00 365 + 00 370 + 00 375 + 00 380 + 00 385 + 00 390 + 00 395 +00 40 0 + 0 0 - L - T SS t a . 3 75 + 4 4 . 9 5 S t a . 377 + 74 . 45 - L - S C t a . 396 + 10 . 46 -Y3RPA- (US 64) -Y3LPB- (US 64) -Y3RPB- (US 64) -Y3LPD- (US 64) -Y3RPD- (US 64) -Y3RPC- (US 64) -Y3- (US 64) A B C D C A C A C C C F F F C C F F C C F F C F F F F F F C F C C C C F C F F C C F F C C F F F C F F F C C C F F C F F DESIGN DATA Max Superelev. Design Speed Functional Class. = = = 0.08 65 MPH INTERSTATE DESIGN DATA Max Superelev. Design Speed Functional Class. = = = 0.08 65 MPH INTERSTATE - L 4400 A - (I- 26 ) S R 15 16 ( F R ANCI S R D. ) ( C H I M N E Y R O C K R D . ) U S64 ( C H I M N E Y R O C K R D . ) U S64 S R 1896 ( M I T C H ELLED R . ) S R 1634 ( CA R O L I NA V I LL AGE R D. ) S R 1 8 9 7 ( S UGA R L OA F R D. ) BEING LIMITED TO INTERCHANGES. THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS NOTE: DATE TAKEN - MAY 8, 2015 SOURCE - NC ONE MAP AERIAL IMAGERY: DATE TAKEN - MAY 8, 2015 SOURCE - NC ONE MAP AERIAL IMAGERY: WLB WLB BEING LIMITED TO INTERCHANGES. THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS NOTE: POTENTIAL NOISE ABATEMENT AREA NOISE WALL CONSTRUCTION WILL OCCUR PENDING PUBLIC APPROVAL. THE NCDOT TRAFFIC NOISE POLICY. IF THESE CRITERIA ARE MET, LOCATIONS MEET THE REASONABLE AND FEASIBLE CRITERIA WITHIN DESIGN TO DETERMINE WHETHER THESE POTENTIAL NOISE BARRIER DETAILED ANALYSES WILL OCCUR DURING FINAL PROJECT WHICH POTENTIAL SOUND BARRIERS HAVE BEEN IDENTIFIED. MORE THE LABELED AREAS INDICATE NOISE-SENSITIVE LOCATIONS FOR POTENTIAL NOISE ABATEMENT AREA NOISE WALL CONSTRUCTION WILL OCCUR PENDING PUBLIC APPROVAL. THE NCDOT TRAFFIC NOISE POLICY. IF THESE CRITERIA ARE MET, LOCATIONS MEET THE REASONABLE AND FEASIBLE CRITERIA WITHIN DESIGN TO DETERMINE WHETHER THESE POTENTIAL NOISE BARRIER DETAILED ANALYSES WILL OCCUR DURING FINAL PROJECT WHICH POTENTIAL SOUND BARRIERS HAVE BEEN IDENTIFIED. MORE THE LABELED AREAS INDICATE NOISE-SENSITIVE LOCATIONS FOR ARE PRELIMINARY AND ARE SUBJECT TO CHANGE. SHOWN ON THESE MAPS, INCLUDING UTILITY EASEMENTS, EXISTING AND POTENTIAL UTILITY EASEMENTS. THE DESIGNS ON THESE MAPS IS LIMITED TO LOCATIONS OF MAJOR ON OTHER DISPLAYS. THE UTILITY INFORMATION SHOWN PROPOSED UTILITIES ARE NOT SHOWN ON THESE MAPS OR TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND UTILITY INFORMATION ARE PRELIMINARY AND ARE SUBJECT TO CHANGE. SHOWN ON THESE MAPS, INCLUDING UTILITY EASEMENTS, EXISTING AND POTENTIAL UTILITY EASEMENTS. THE DESIGNS ON THESE MAPS IS LIMITED TO LOCATIONS OF MAJOR ON OTHER DISPLAYS. THE UTILITY INFORMATION SHOWN PROPOSED UTILITIES ARE NOT SHOWN ON THESE MAPS OR TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND UTILITY INFORMATION v v v v v v v v v v v v v v I-26 US 64 2040 2011 TRAFFIC DATA 45,000 38,300 10,400 9,000 7,600 4,900 84,400 48,700 90,500 57,100 12,600 9,900 48,900 39,900 9,300 5,600 88 ' 8 8 ' 98 . 5 ' 98 . 5 ' BEGIN I-4400BA END I-4400A BEGIN I-4400BB END I-4400BA C L 12'-0" 14'-0" 18'-0" 4'-0" GRADE POINT 12'-0" 12'-0" 4'-0" TO VARIES 12'-0" 4'-0" TO VARIES TYPICAL RAMP SECTION OF US 64 C L 12'-0" TYPICAL SECTION OF US-64 GRADE POINT 12'-0" VARIES 12'-0" 5'-0" 7'-0" 5'-0" 5'-0" 5'-0" 7'-0" 12'-0" 12'-0" 12'-0" GRADE POINT TYPICAL BRIDGE SECTION OF US-64 12'-0" 5'-6" 12'-0" 12'-0" 5'-6" 5'-6" 12'-0" 113'-6" CLEAR ROADWAY 117'-6" OVERALL 12'-6" 12'-6" 12'-0" 12'-0" 5'-6" 2'-0" 5'-0" 5'-6" 2'-0" 5'-0" C L C I T Y L I M I T S HE NDE R S ONV I LLE I T S NV I LLE C I T Y L I M I T S HE NDE R S ONV I LLE 154 155 156 157 158 115 114 113 112 111 107 108 109 110 105 106 152 153 64 64