C A C A C A C A C A C A C A C A C A C A C A C A DUR HA M C O UN T Y W AK E C OUN T Y W L B W L B W L B W L B WL B W L B W L B W L B v v v v v v v v v v v v v v S S W S 1 SF BUS W A K E C O A I R Q UA L I T Y D I V I S I O N O F 1 S B K B U S S S 3 S F BUS 1 SBLK BUS MTL C ANO P Y 4 S S T U C C O B U S CANOPY 1 SSTUCCO BUS C ANO P Y 3 S S T U C C O B U S CANOPY 4 SS T ON E &S T U C C O B U S 1 S BK BUS 3 SS T U CC O B U S FK & PARTNERS, LLC WAKE COUNTY WAKE COUNTY RALEIGH DURHAM AIRPORT AUTHORITY WILKINSON, J B RALEIGH DURHAM AIRPORT AUTHORITY HALL, D KEITH V FIVE LLC HESTER, LINDA J 1259 INNOVATION LLC AUTHORITY AIRPORT RALEIGH DURHAM HOUSE INC WAFFLE HOSPITALITY LLC EAST WEST RAVANU CORPORATION WINDSOR HOTELS CORP AUTHORITY AIRPORT RALEIGH DURHAM ASSOC LLC COPLEY PARKWAY LLC HOLDINGS CONCOURSE HOTELS CORP N S M LLC LEASING PIONEER PROPERTIES INC RDU CHOICE INC INTERNATIONAL WENDYS PROPERTIES LLC BRE LQ BUSINESS SERVICES TRUST MARRIOTT HPTCY PROPERTIES REALTY CORP AERIAL CENTER COUNTY WAKE CLASSIC INFRASTRUCTURES, LLC. GATEWAY HOSPITALITY LLC & RESORTS LLC CAROLINA HOTELS CARY HOTELS LLC DEBORAH BASS EDITH U WILSON & RALEIGH DURHAM INTERNATIONAL R A L E I GH DU R HA M I N TE R NA T I ONA L VIRGINIA D. FINLEY EDWARD S. JR. FINLEY & EH RDU LLC VIRGINIA D. FINLEY EDWARD S. JR. FINLEY & VIRGINIA D. FINLEY EDWARD S. JR. FINLEY & AIRPORT AUTHORITY RALEIGH DURHAM A NO R T H C A R O L I NA C O R P O R A T I ON A E R I A L C E N TE R R E A LT Y C O R P . , CCP CONCOURSE LLC HENDERSON HOTEL ASSOCIATES LLC 50 55 60 65 70 75 80 85 95 100 105 110 115 120 125 130 135 140 40 45 50 55 60 65 -L1A- PT Sta. 75+02.88 25 30 35 40 45 90 70 F C C F F F F F F F F F F F F F F F F F F F F C F F C F F F F F F F F F F F C C C F F F C C C C C C C C C C C F F F C F F F F F F F C F C F F C C F C C C C C F F F F F F F F C C C C C C C F C C F F F C C C C F C C C C F C F F F C C F F F F F F C C C C C C C C F C F F C C C F F F F F F F F F F F C C F F F F F P U B L I C M EET I NG M A P P ROJ E C T 50118 . 1 . FS 1 (I- 5700 ) W AK E C OUNT Y S R 3015 ( A I RP ORT B L VD . )I- 40 I NTE RC HANGE I M P ROV E M E NT S A LTE RNA TE 2 : P A RT I A L C L OV E R I NTE RC HANGE P U B L I C M EET I NG M A P P ROJ E C T 50118 . 1 . FS 1 (I- 5700 ) W AK E C OUNT Y S R 3015 ( A I RP ORT B L VD . )I- 40 I NTE RC HANGE I M P ROV E M E NT S A LTE RNA TE 2 : P A RT I A L C L OV E R I NTE RC HANGE PUBLIC MEETING MAP PROJECT 50118.1.FS1 (I-5700) WAKE COUNTY SR 3015 (AIRPORT BLVD.) I-40 INTERCHANGE IMPROVEMENTS ALTERNATE 2: PARTIAL CLOVER INTERCHANGE LEGEND 0000 0000 PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY BUILDINGS LAKES, RIVER, STREAMS AND PONDS STREAM BUFFER ZONE WETLAND LIMITS BOUNDARY COUNTY, CITY OR TOWNSHIP LIMITS PROPERTY LINES WLB BZ PROPOSED CONTROL OF ACCESS EXISTING CONTROL OF ACCESS C A C A EXISTING UTILITY EASEMENT CEMETERIES EXISTING ROADWAY TO BE REMOVED FUTURE ADT PRESENT ADT CONSTRUCTION, AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CURB AND GUTTER PROPOSED STRUCTURES, ISLAND, AND GUTTER TO BE RETAINED EXISTING STRUCTURES, ISLAND, CURB AND GUTTER TO BE REMOVED EXISTING STRUCTURES, ISLAND, CURB EXISTING/PROPOSED TRAFFIC SIGNAL PROPOSED RIGHT OF WAY R W LEGEND 0000 0000 PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY BUILDINGS LAKES, RIVER, STREAMS AND PONDS STREAM BUFFER ZONE WETLAND LIMITS BOUNDARY COUNTY, CITY OR TOWNSHIP LIMITS PROPERTY LINES WLB BZ PROPOSED CONTROL OF ACCESS EXISTING CONTROL OF ACCESS C A C A EXISTING UTILITY EASEMENT CEMETERIES EXISTING ROADWAY TO BE REMOVED FUTURE ADT PRESENT ADT CONSTRUCTION, AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CURB AND GUTTER PROPOSED STRUCTURES, ISLAND, AND GUTTER TO BE RETAINED EXISTING STRUCTURES, ISLAND, CURB AND GUTTER TO BE REMOVED EXISTING STRUCTURES, ISLAND, CURB EXISTING/PROPOSED TRAFFIC SIGNAL PROPOSED RIGHT OF WAY R W DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DESIGN DATA DATE OF ORTHOPHOTOGRAPHY: 2013 0’ 100’ 200’ 100’ (ENGLISH) 50’ MAXIMUM SUPERELEVATION: 4% DESIGN SPEED: 50 MPH FUNCTIONAL CLASSIFICATION: ARTERIAL DRIVEWAY CONNECTIONS ALLOWED" STREETS ARE GRADE-SEPARATED. NO PRIVATE VIA RAMPS AT INTERCHANGES. ALL CROSS CONNECTION TO A FACILITY PROVIDED ONLY "FULL CONTROL OF ACCESS IS DEFINED AS A MAP PREPARED: DECEMBER 2017 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DESIGN DATA DATE OF ORTHOPHOTOGRAPHY: 2013 0’ 100’ 200’ 100’ (ENGLISH) 50’ MAXIMUM SUPERELEVATION: 4% DESIGN SPEED: 50 MPH FUNCTIONAL CLASSIFICATION: ARTERIAL DRIVEWAY CONNECTIONS ALLOWED" STREETS ARE GRADE-SEPARATED. NO PRIVATE VIA RAMPS AT INTERCHANGES. ALL CROSS CONNECTION TO A FACILITY PROVIDED ONLY "FULL CONTROL OF ACCESS IS DEFINED AS A MAP PREPARED: DECEMBER 2017 v BRE ESA P PORTFOLI O TXNC PROPERTI ES FK & PARTNERS, LLC GURUDEV LLC XDM LTD HOUSE INC WAFFLE F I LLC AIRPORT LLC PROPERTIES BUCKHEAD BAPTIST CHURCH SORRELLS GROVE INC HOSPITALITY CAPITAL LLC INVESTORS VCG OLD COUNTRY STORE INC CRACKER BARREL FUNDING II LLC STORE MASTER TXNC PROPERTIES LP PORTFOLIO BRE ESA P 3 0 3 5 F F F F F F F F F C C C C C C T O NC 5 4 -Y7- STA. 14+00.00 BEGIN CONSTRUCTION -Y4- STA. 11+27.00 END CONSTRUCTION -Y1- STA. 11+89.00 END CONSTRUCTION -Y2- STA. 18+24.37 BEGIN CONSTRUCTION -Y3- STA. 21+20.83 BEGIN CONSTRUCTION -Y8- STA. 13+00.00 BEGIN CONSTRUCTION -Y- STA. 42+30.00 BEGIN CONSTRUCTION -Y- STA. 130+25.00 END CONSTRUCTION F A C T O R Y S HO P R D . MA LL E N T R A N C E HO T EL E N T R A N C E A E R I A L C E N TE R P K W Y . A I R GA TE DR . S T I RR U P CR EE K S T I RR U P CR EE K BR I E R CR E E K B RI E R CREE K B RI E R C REE K U T T O BRI E R CREE K U T T O B RI E R CREE K INTERSTATE 40 INTERSTATE 40 (14’-0" W/GR) 10’-0" 2’-0" 0.02 0.02 0.02 2 : 1 M A X 0.02 0.02 0.02 3 : 1 M AX 4’-0" LANE BIKE 12’-0" TO 15’-0" VARIABLE 12’-0" TO 15’-0" VARIABLE 12’-0" TO 15’-0" VARIABLE (14’-0" W/GR) 10’-0" 2’-0" 2 : 1 M A X 3 : 1 M AX 4’-0" LANE BIKE 12’-0" TO 15’-0" VARIABLE 12’-0" TO 15’-0" VARIABLE 5’-0" SW 1’-0" 5’-0" SW 1’-0" GRADE POINT C L -L- (AIRPORT BLVD.) ORIGINAL GROUND 2040 ADT 24700 37500 200 300 100 200 400 500 22800 34700 2800 3900 1000 1200 3900 5100 2014 ADT AIRPORT BLVD. -L- (SR 3015) SLATER RD. SR 1641 DRIVEWAY STEAKHOUSE TEXAS 2040 ADT 24700 37600 4000 6000 6200 9400 30600 46500 1600 2400 5300 7900 2014 ADT AIRPORT BLVD. -L- (SR 3015) RAMP C RAMP D 7800 11800 2040 ADT 20100 30600 1700 2500 6800 8500 24700 37600 4300 6400 3800 5700 8100 2014 ADT RAMP B 12100 10200 12700 AIRPORT BLVD. -L- (SR 3015) RAMP A 2040 ADT 30600 46500 3900 5800 1600 2200 6000 8300 24700 37500 4200 6200 600 800 5300 7300 2014 ADT AIRPORT BLVD. -L- (SR 3015) SHOPS RD. FACTORY PKWY. CENTER AERIAL 2040 ADT 15800 25200 20100 30600 1400 2100 5700 7500 7100 9600 2014 ADT AIRPORT BLVD. -L- (SR 3015) GROVE RD. PLEASANT SR 1789 -L- STA. 30+75.00 B E G I N N C DO T T I P P R O J E C T I- 5700 - L 1 A - S T A . 75 + 02 . 88 E ND N C DO T T I P P R O J E C T I- 5700 A B C D PI Sta 25+57.89 D L = 1,896.03’ T = 992.03’ R = 2,610.00’ PI Sta 53+65.99 D L = 30.92’ T = 15.46’ R = 10,500.00’ PI Sta 59+17.15 D L = 38.54’ T = 19.27’ R = 10,500.00’ PIs Sta 70+53.05 F Ls = 150.00’ LT = 100.00’ ST = 50.00’ PI Sta 75+75.96 D L = 941.20’ T = 472.92’ R = 3,885.00’ PIs Sta 80+94.25 F Ls = 150.00’ LT = 100.00’ ST = 50.00’ -L- SE = EXIST. RO = NA SE = EXIST. RO = NA SE = EXIST. RO = NA SE = EXIST. RO = NA PIs Sta 11+26.02 Ls = 189.00’ LT = 126.02’ ST = 63.02’ PI Sta 15+62.47 D L = 736.71’ T = 373.47’ R = 1,820.00’ PIs Sta 19+88.72 F Ls = 189.00’ LT = 126.02’ ST = 63.02’ -RPA- PIs Sta 11+44.06 Ls = 216.00’ LT = 144.06’ ST = 72.06’ PI Sta 15+16.13 D L = 588.20’ T = 300.13’ R = 1,200.00’ PIs Sta 18+76.26 F Ls = 216.00’ LT = 144.06’ ST = 72.06’ PIs Sta 21+32.41 F Ls = 168.00’ LT = 112.21’ ST = 56.19’ PI Sta 23+47.10 D L = 305.24’ T = 158.90’ R = 445.00’ PIs Sta 25+49.63 F Ls = 168.00’ LT = 112.21’ ST = 56.19’ -RPB- -RPC- PIs Sta 12+56.15 Ls = 216.00’ LT = 144.04’ ST = 72.03’ PI Sta 14+21.50 D L = 186.55’ T = 93.38’ R = 1,575.00’ PIs Sta 15+70.14 F F Ls = 100.00’ LT = 55.48’ ST = 44.60’ PI Sta 16+92.92 D L = 156.00’ T = 78.25’ R = 800.00’ PIs Sta 18+34.76 F Ls = 192.00’ LT = 128.10’ ST = 64.09’ PIs Sta 20+74.90 F Ls = 168.00’ LT = 112.23’ ST = 56.21’ PI Sta 22+00.75 D L = 138.94’ T = 70.08’ R = 428.99’ PIs Sta 18+00.08 F Ls = 160.00’ LT = 107.46’ ST = 54.05’ PIs Sta 11+07.46 F Ls = 160.00’ LT = 107.46’ ST = 54.05’ PIs Sta 12+04.25 F Ls = 300.00’ LT = 204.25’ ST = 103.88’ PI Sta 13+24.65 D L = 49.13’ T = 24.65’ R = 240.00’ PI Sta 14+73.09 D L = 214.21’ T = 123.96’ R = 170.00’ PIs Sta 16+06.71 F F Ls = 100.00’ LT = 58.00’ ST = 43.36’ -LPB- -LPD- PI Sta 62+25.30 D L = 696.01’ T = 348.27’ R = 7,220.00’ PI Sta 70+38.21 D L = 929.85’ T = 465.18’ R = 11,500.00’ PIs Sta 79+84.78 F Ls = 225.00’ LT = 150.02’ ST = 75.02’ PI Sta 82+26.72 D L = 333.15’ T = 166.96’ R = 2,000.00’ PIs Sta 84+67.93 F Ls = 225.00’ LT = 150.02’ ST = 75.02’ -L1A- PI Sta 62+27.90 D L = 701.21’ T = 350.88’ R = 7,274.00’ PI Sta 67+56.12 D L = 355.73’ T = 177.88’ R = 11,446.00’ PIs Sta 70+43.58 F F Ls = 180.00’ LT = 109.61’ ST = 70.41’ PI Sta 72+30.00 D L = 231.88’ T = 116.03’ R = 2,400.00’ PI Sta 76+79.98 D L = 666.62’ T = 334.13’ R = 3,885.00’ PIs Sta 80+87.47 F Ls = 225.00’ LT = 150.01’ ST = 75.01’ -L1B- PIs Sta 14+49.75 Ls = 168.00’ LT = 112.02’ ST = 56.02’ PI Sta 16+33.05 D L = 253.94’ T = 127.32’ R = 1,400.00’ PIs Sta 18+08.31 F F Ls = 100.00’ LT = 51.39’ ST = 48.64’ PI Sta 26+23.55 D L = 1,431.01’ T = 763.88’ R = 1,652.00’ PIs Sta 33+62.71 F Ls = 216.00’ LT = 144.03’ ST = 72.03’ -L1BRPD- PI Sta 14+21.81 D L = 680.10’ T = 421.81’ R = 454.64’ -Y8- PI Sta 10+92.82 D L = 185.64’ T = 92.82’ R = 19,056.38’ PI Sta 14+04.95 D L = 437.10’ T = 219.31’ R = 2,139.31’ PI Sta 25+17.90 D L = 750.55’ T = 397.06’ R = 930.00’ -Y3- PI Sta 14+07.43 D L = 226.84’ T = 116.82’ R = 385.00’ PI Sta 18+29.83 D L = 303.75’ T = 158.69’ R = 425.00’ PI Sta 12+63.79 D L = 215.56’ T = 108.40’ R = 825.00’ PI Sta 15+07.01 D L = 242.80’ T = 122.52’ R = 735.00’ PI Sta 11+24.81 D L = 115.58’ T = 58.35’ R = 340.00’ SE = EXIST. RO = NA RO = NA SE = NA RO = NA SE = NA RO = NA SE = NA RO = NA SE = NA SE = EXIST. RO = NA SE = EXIST. RO = NA SE = .04 RO = SEE PLANS SE = .04 RO = SEE PLANS SE = EXIST. RO = N/A SE = EXIST. RO = N/A SE = EXIST. RO = N/A SE = EXIST. RO = N/A RO = NA SE = NA RO = NA SE = NA RO = NA SE = NA SE = .07 RO = SEE PLANS SE = .07 RO = SEE PLANS SE = .08 RO = SEE PLANS SE = .08 RO = SEE PLANS RO = SEE PLANS SE = EXIST. SE = .08 RO = SEE PLANS SE = EXIST. RO = EXIST. SE = EXIST. RO = EXIST. SE = EXIST. RO = SEE PLANS PIs Sta 13+19.84 F Ls = 120.00’ LT = 80.00’ ST = 40.00’ PI Sta 25+32.11 D L = 2,336.22’ T = 1,172.27’ R = 11,325.00’ -Y- (I-40) PI Sta 59+17.15 D L = 38.54’ T = 19.27’ R = 10,500.00’ SE = EXIST. RO = EXIST. SE = EXIST. RO = EXIST. -Y5- (SLATER RD.) -Y2- (FACTORY SHOPS RD.) -Y1- (AERIAL CENTER PKWY.) PI Sta 17+08.13 D L = 216.03’ T = 114.23’ R = 268.80’ PI Sta 11+79.57 D L = 158.73’ T = 79.57’ R = 888.97’ PI Sta 13+17.15 D L = 116.57’ T = 58.43’ R = 682.81’ PI Sta 14+84.89 D L = 218.60’ T = 109.59’ R = 1,224.70’ -Y6- (SORREL GROVE CHURCH RD.) RO = NA SE = NA RO = NA SE = NA RO = NA SE = NA RO = NA SE = NA F F F PI Sta 25+41.56 L = 339.19’ T = 177.04’ R = 479.53’ F RO = SEE PLANS -RPD- PIs Sta 10+90.00 F Ls = 135.00’ LT = 90.00’ ST = 45.00’ PI Sta 12+86.19 D L = 302.27’ T = 151.19’ R = 4,700.00’ PIs Sta 14+85.08 F F Ls = 81.00’ LT = 47.81’ ST = 33.20’ PI Sta 16+18.80 D L = 200.71’ T = 100.53’ R = 1,400.00’ PIs Sta 18+25.98 F F Ls = 192.00’ LT = 107.01’ ST = 85.66’ PI Sta 19+57.82 D L = 93.54’ T = 46.84’ R = 700.00’ PIs Sta 20+68.63 F Ls = 192.00’ LT = 128.13’ ST = 64.11’ PIs Sta 23+08.70 F Ls = 168.00’ LT = 112.18’ ST = 56.16’ D SE = .08 RO = SEE PLANS SE = .08 SE = EXIST. RO = EXIST. SE = EXIST. RO = EXIST. PI Sta 22+07.22 D L = 586.03’ T = 1,047.22’ R = 214.00’ PI Sta 18+44.51 D L = 343.32’ T = 181.17’ R = 435.00’ PI Sta 31+83.24 D L = 601.79’ T = 311.85’ R = 930.00’ SE = .04 RO = SEE PLANS SE = .08 RO = SEE PLANS SE = .08 RO = SEE PLANS PIs Sta 70+53.05 F Ls = 150.00’ LT = 100.00’ ST = 50.00’ NAD 83 NA 2011 100 ’ P ROP . R/ W R / W 60 ’ P R O P . 100 ’ P ROP . R/ W R / W 60 ’ P R O P . C HU R C H R D . ( S R 17 8 9 ) P LE A S AN T G R O V E ( S R 301 5 ) A I RP ORT B L V D . ( S R 3015 ) A I RP ORT B L V D . ( S R 3 0 1 5 ) A I RP ORT B L VD . ( S R 1 640 ) S L A TE R R D . VAR. 17.5’ TO 30’ T O RDU TO RALEIGH T O D U R HA M P ARKW AY T O AVI AT I ON GRADE POINT 0.02 0.02 6’ 12’ 12’ 12’ 6’ 15’ 12’ 12’ 15’ SW 2-BAR Metal 2-BAR Metal 5’-6" 5’-6" C L -L- (AIRPORT BLVD.) SW FUTURE PROJECT I-5506 INSTALLED UNDER TIP T I E T O AUX I L I A R Y L AN E -Y7- STA. 14+00.00 BEGIN CONSTRUCTION -Y4- STA. 11+27.00 END CONSTRUCTION -Y1- STA. 11+89.00 END CONSTRUCTION -Y2- STA. 18+24.37 BEGIN CONSTRUCTION -Y3- STA. 21+20.83 BEGIN CONSTRUCTION -Y8- STA. 13+00.00 BEGIN CONSTRUCTION -Y- STA. 42+30.00 BEGIN CONSTRUCTION -Y- STA. 130+25.00 END CONSTRUCTION F A C T O R Y S HO P R D . MA LL E N T R A N C E HO T EL E N T R A N C E A E R I A L C E N TE R P K W Y . A I R GA TE DR . S T I RR U P CR EE K S T I RR U P CR EE K BR I E R CR E E K B RI E R CREE K B RI E R C REE K U T T O BRI E R CREE K U T T O B RI E R CREE K INTERSTATE 40 INTERSTATE 40 (14’-0" W/GR) 10’-0" 2’-0" 0.02 0.02 0.02 2 : 1 M A X 0.02 0.02 0.02 3 : 1 M AX 4’-0" LANE BIKE 12’-0" TO 15’-0" VARIABLE 12’-0" TO 15’-0" VARIABLE 12’-0" TO 15’-0" VARIABLE (14’-0" W/GR) 10’-0" 2’-0" 2 : 1 M A X 3 : 1 M AX 4’-0" LANE BIKE 12’-0" TO 15’-0" VARIABLE 12’-0" TO 15’-0" VARIABLE 5’-0" SW 1’-0" 5’-0" SW 1’-0" GRADE POINT C L -L- (AIRPORT BLVD.) ORIGINAL GROUND 2040 ADT 24700 37500 200 300 100 200 400 500 22800 34700 2800 3900 1000 1200 3900 5100 2014 ADT AIRPORT BLVD. -L- (SR 3015) SLATER RD. SR 1641 DRIVEWAY STEAKHOUSE TEXAS 2040 ADT 24700 37600 4000 6000 6200 9400 30600 46500 1600 2400 5300 7900 2014 ADT AIRPORT BLVD. -L- (SR 3015) RAMP C RAMP D 7800 11800 2040 ADT 20100 30600 1700 2500 6800 8500 24700 37600 4300 6400 3800 5700 8100 2014 ADT RAMP B 12100 10200 12700 AIRPORT BLVD. -L- (SR 3015) RAMP A 2040 ADT 30600 46500 3900 5800 1600 2200 6000 8300 24700 37500 4200 6200 600 800 5300 7300 2014 ADT AIRPORT BLVD. -L- (SR 3015) SHOPS RD. FACTORY PKWY. CENTER AERIAL 2040 ADT 15800 25200 20100 30600 1400 2100 5700 7500 7100 9600 2014 ADT AIRPORT BLVD. -L- (SR 3015) GROVE RD. PLEASANT SR 1789 -L- STA. 30+75.00 B E G I N N C DO T T I P P R O J E C T I- 5700 - L 1 A - S T A . 75 + 02 . 88 E ND N C DO T T I P P R O J E C T I- 5700 A B C D PI Sta 25+57.89 D L = 1,896.03’ T = 992.03’ R = 2,610.00’ PI Sta 53+65.99 D L = 30.92’ T = 15.46’ R = 10,500.00’ PI Sta 59+17.15 D L = 38.54’ T = 19.27’ R = 10,500.00’ PIs Sta 70+53.05 F Ls = 150.00’ LT = 100.00’ ST = 50.00’ PI Sta 75+75.96 D L = 941.20’ T = 472.92’ R = 3,885.00’ PIs Sta 80+94.25 F Ls = 150.00’ LT = 100.00’ ST = 50.00’ -L- SE = EXIST. RO = NA SE = EXIST. RO = NA SE = EXIST. RO = NA SE = EXIST. RO = NA PIs Sta 11+26.02 Ls = 189.00’ LT = 126.02’ ST = 63.02’ PI Sta 15+62.47 D L = 736.71’ T = 373.47’ R = 1,820.00’ PIs Sta 19+88.72 F Ls = 189.00’ LT = 126.02’ ST = 63.02’ -RPA- PIs Sta 11+44.06 Ls = 216.00’ LT = 144.06’ ST = 72.06’ PI Sta 15+16.13 D L = 588.20’ T = 300.13’ R = 1,200.00’ PIs Sta 18+76.26 F Ls = 216.00’ LT = 144.06’ ST = 72.06’ PIs Sta 21+32.41 F Ls = 168.00’ LT = 112.21’ ST = 56.19’ PI Sta 23+47.10 D L = 305.24’ T = 158.90’ R = 445.00’ PIs Sta 25+49.63 F Ls = 168.00’ LT = 112.21’ ST = 56.19’ -RPB- -RPC- PIs Sta 12+56.15 Ls = 216.00’ LT = 144.04’ ST = 72.03’ PI Sta 14+21.50 D L = 186.55’ T = 93.38’ R = 1,575.00’ PIs Sta 15+70.14 F F Ls = 100.00’ LT = 55.48’ ST = 44.60’ PI Sta 16+92.92 D L = 156.00’ T = 78.25’ R = 800.00’ PIs Sta 18+34.76 F Ls = 192.00’ LT = 128.10’ ST = 64.09’ PIs Sta 20+74.90 F Ls = 168.00’ LT = 112.23’ ST = 56.21’ PI Sta 22+00.75 D L = 138.94’ T = 70.08’ R = 428.99’ PIs Sta 18+00.08 F Ls = 160.00’ LT = 107.46’ ST = 54.05’ PIs Sta 11+07.46 F Ls = 160.00’ LT = 107.46’ ST = 54.05’ PIs Sta 12+04.25 F Ls = 300.00’ LT = 204.25’ ST = 103.88’ PI Sta 13+24.65 D L = 49.13’ T = 24.65’ R = 240.00’ PI Sta 14+73.09 D L = 214.21’ T = 123.96’ R = 170.00’ PIs Sta 16+06.71 F F Ls = 100.00’ LT = 58.00’ ST = 43.36’ -LPB- -LPD- PI Sta 62+25.30 D L = 696.01’ T = 348.27’ R = 7,220.00’ PI Sta 70+38.21 D L = 929.85’ T = 465.18’ R = 11,500.00’ PIs Sta 79+84.78 F Ls = 225.00’ LT = 150.02’ ST = 75.02’ PI Sta 82+26.72 D L = 333.15’ T = 166.96’ R = 2,000.00’ PIs Sta 84+67.93 F Ls = 225.00’ LT = 150.02’ ST = 75.02’ -L1A- PI Sta 62+27.90 D L = 701.21’ T = 350.88’ R = 7,274.00’ PI Sta 67+56.12 D L = 355.73’ T = 177.88’ R = 11,446.00’ PIs Sta 70+43.58 F F Ls = 180.00’ LT = 109.61’ ST = 70.41’ PI Sta 72+30.00 D L = 231.88’ T = 116.03’ R = 2,400.00’ PI Sta 76+79.98 D L = 666.62’ T = 334.13’ R = 3,885.00’ PIs Sta 80+87.47 F Ls = 225.00’ LT = 150.01’ ST = 75.01’ -L1B- PIs Sta 14+49.75 Ls = 168.00’ LT = 112.02’ ST = 56.02’ PI Sta 16+33.05 D L = 253.94’ T = 127.32’ R = 1,400.00’ PIs Sta 18+08.31 F F Ls = 100.00’ LT = 51.39’ ST = 48.64’ PI Sta 26+23.55 D L = 1,431.01’ T = 763.88’ R = 1,652.00’ PIs Sta 33+62.71 F Ls = 216.00’ LT = 144.03’ ST = 72.03’ -L1BRPD- PI Sta 14+21.81 D L = 680.10’ T = 421.81’ R = 454.64’ -Y8- PI Sta 10+92.82 D L = 185.64’ T = 92.82’ R = 19,056.38’ PI Sta 14+04.95 D L = 437.10’ T = 219.31’ R = 2,139.31’ PI Sta 25+17.90 D L = 750.55’ T = 397.06’ R = 930.00’ -Y3- PI Sta 14+07.43 D L = 226.84’ T = 116.82’ R = 385.00’ PI Sta 18+29.83 D L = 303.75’ T = 158.69’ R = 425.00’ PI Sta 12+63.79 D L = 215.56’ T = 108.40’ R = 825.00’ PI Sta 15+07.01 D L = 242.80’ T = 122.52’ R = 735.00’ PI Sta 11+24.81 D L = 115.58’ T = 58.35’ R = 340.00’ SE = EXIST. RO = NA RO = NA SE = NA RO = NA SE = NA RO = NA SE = NA RO = NA SE = NA SE = EXIST. RO = NA SE = EXIST. RO = NA SE = .04 RO = SEE PLANS SE = .04 RO = SEE PLANS SE = EXIST. RO = N/A SE = EXIST. RO = N/A SE = EXIST. RO = N/A SE = EXIST. RO = N/A RO = NA SE = NA RO = NA SE = NA RO = NA SE = NA SE = .07 RO = SEE PLANS SE = .07 RO = SEE PLANS SE = .08 RO = SEE PLANS SE = .08 RO = SEE PLANS RO = SEE PLANS SE = EXIST. SE = .08 RO = SEE PLANS SE = EXIST. RO = EXIST. SE = EXIST. RO = EXIST. SE = EXIST. RO = SEE PLANS PIs Sta 13+19.84 F Ls = 120.00’ LT = 80.00’ ST = 40.00’ PI Sta 25+32.11 D L = 2,336.22’ T = 1,172.27’ R = 11,325.00’ -Y- (I-40) PI Sta 59+17.15 D L = 38.54’ T = 19.27’ R = 10,500.00’ SE = EXIST. RO = EXIST. SE = EXIST. RO = EXIST. -Y5- (SLATER RD.) -Y2- (FACTORY SHOPS RD.) -Y1- (AERIAL CENTER PKWY.) PI Sta 17+08.13 D L = 216.03’ T = 114.23’ R = 268.80’ PI Sta 11+79.57 D L = 158.73’ T = 79.57’ R = 888.97’ PI Sta 13+17.15 D L = 116.57’ T = 58.43’ R = 682.81’ PI Sta 14+84.89 D L = 218.60’ T = 109.59’ R = 1,224.70’ -Y6- (SORREL GROVE CHURCH RD.) RO = NA SE = NA RO = NA SE = NA RO = NA SE = NA RO = NA SE = NA F F F PI Sta 25+41.56 L = 339.19’ T = 177.04’ R = 479.53’ F RO = SEE PLANS -RPD- PIs Sta 10+90.00 F Ls = 135.00’ LT = 90.00’ ST = 45.00’ PI Sta 12+86.19 D L = 302.27’ T = 151.19’ R = 4,700.00’ PIs Sta 14+85.08 F F Ls = 81.00’ LT = 47.81’ ST = 33.20’ PI Sta 16+18.80 D L = 200.71’ T = 100.53’ R = 1,400.00’ PIs Sta 18+25.98 F F Ls = 192.00’ LT = 107.01’ ST = 85.66’ PI Sta 19+57.82 D L = 93.54’ T = 46.84’ R = 700.00’ PIs Sta 20+68.63 F Ls = 192.00’ LT = 128.13’ ST = 64.11’ PIs Sta 23+08.70 F Ls = 168.00’ LT = 112.18’ ST = 56.16’ D SE = .08 RO = SEE PLANS SE = .08 SE = EXIST. RO = EXIST. SE = EXIST. RO = EXIST. PI Sta 22+07.22 D L = 586.03’ T = 1,047.22’ R = 214.00’ PI Sta 18+44.51 D L = 343.32’ T = 181.17’ R = 435.00’ PI Sta 31+83.24 D L = 601.79’ T = 311.85’ R = 930.00’ SE = .04 RO = SEE PLANS SE = .08 RO = SEE PLANS SE = .08 RO = SEE PLANS PIs Sta 70+53.05 F Ls = 150.00’ LT = 100.00’ ST = 50.00’ NAD 83 NA 2011 100 ’ P ROP . R/ W R / W 60 ’ P R O P . 100 ’ P ROP . R/ W R / W 60 ’ P R O P . C HU R C H R D . ( S R 17 8 9 ) P LE A S AN T G R O V E ( S R 301 5 ) A I RP ORT B L V D . ( S R 3015 ) A I RP ORT B L V D . ( S R 3 0 1 5 ) A I RP ORT B L VD . ( S R 1 640 ) S L A TE R R D . VAR. 17.5’ TO 30’ T O RDU TO RALEIGH T O D U R HA M P ARKW AY T O AVI AT I ON GRADE POINT 0.02 0.02 6’ 12’ 12’ 12’ 6’ 15’ 12’ 12’ 15’ SW 2-BAR Metal 2-BAR Metal 5’-6" 5’-6" C L -L- (AIRPORT BLVD.) SW FUTURE PROJECT I-5506 INSTALLED UNDER TIP T I E T O AUX I L I A R Y L AN E MA T C H L I N E - L -S T A T I ON 39 +00 . 00 MA T C H L I N E - L -S T A T I ON 39 +00 . 00