1
DATE PRINTED TRANSMITTED BY SUBJECT TO CHANGE WITHOUT NOTICE PRELIMINARY PLANS PB PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 04-MAR-2011 11:11 T:\PROJECTS\20367E\TIP\Roadway\Proj $$$$USERNAME$$$$ 0 VERTICAL (PROFILE) 10 HORIZONTAL (PLAN & PROFILE) 0 200 400 20 PARSONS BRINCKERHOFF 434 FAYETTEVILLE STREET SUITE 1500 RALEIGH, NC 27601 N 74%%d 07’ 54.5" E N 63%%d 48’ 49.3" E ST STA 26+61.82 N 54%%d 09’ 50.1" E SC STA 50+59.11 TS STA 49+59.11 CS STA 53+07.62 N 68%%d 09’ 43.2" E POT STA 30+20.92 25 50 30 25 PT STA 29+20.92 N 74%%d 07’ 54.43" E RAMP D POT STA 29+56.85 = RAMP A ST STA 39+41.97 = RAMP BD POT STA 49+12.48 (12’ LT.) RAMP BD ST STA 54+07.62 = 120 125 130 135 140 145 150 155 150 N 73%%d 19’ 17.1" E 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 30 -C1- PT STA 73+54.87 N 73%%d 19’ 17.1" E -C1- POT STA 25+51.06 (23’ LT.) -C1- POT STA 24+57.48 (23’ RT.) -C1- PC STA 52+83.90 -C1- PC STA 106+28.25 -C1- PT STA 117+31.76 END CONSTRUCTION RAMP A CS STA 37+81.97 FUTURE BRIDGE PROPOSED BRIDGE BEGIN BRIDGE -C1- STA. 118+05.66 300’ LANE DROP END BRIDGE -C1-STA. 100+00.00 5 600’ LANE DROP 1320’ TRANSITION 600’ LANE DROP 1320’ TRANSITION +75 +51 +51 +51 HISTORIC PROPERTY PI = 109+00.00 EL = 20.20’ VC = 450’ K = 136 PI = 118+60.00 EL = 49.00’ VC = 906’ K = 151 PI = 127+26.67 EL = 23.00’ VC = 450’ K = 150 PI = 103+00.00 EL = 22.00’ VC = 100’ K= 267 (+)0.0741% (-)0.3000% (+)3.0000% (+)0.0000% PROPOSED GRADE EXISTING GROUND C L NARROW SHORE DR EL. 23.00 BEGIN BRIDGE STA. 118+05.66 (-)3.0000% (+)0.0000% EL. 16.59 END BRIDGE STA. 100+00.00 C C C F F C F F C F F C F F F F STUDY CORRIDOR LIMITS STUDY CORRIDOR LIMITS STUDY CORRIDOR LIMITS STUDY CORRIDOR LIMITS SR 1160 BUNCH ROAD SR 1159 SUNNYVIEW DRIVE SR 1137 NARROW SHORE DR SR 1137 NARROW SHORE RD FOREMAN DRIVE PLEASANT DRIVE SR 1140 AYDLETT RD SR 1137 NARROW SHORE RD HISTORIC PROPERTY SR 1419 LIGHTHOUSE VIEW 10 0 20 10 0 20 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 112 114 116 118 120 122 124 126 128 130 132 134 136 138 140 142 144 146 148 30 150 = 2,070.98’ PI STA 63+22.19 D = 10%%d 19’ 05.2" (LT) D = 0%%d 29’ 53.6" L T = 1,038.30’ R = 11,500.00’ SE = = 6,650.00’ PI STA 111+81.28 D = 9%%d 30’ 27.8" (RT) D = 0%%d 51’ 41.7" L = 1,103.51’ T = 553.02’ R SE = Roff= NC 2.5% 70’ 24’ SHLD. L C 10’ 10’ SHLD. 24’ SHLD. 10’ SHLD. 4’ 1.5’ 1.5’ FUTURE 2% 12’ 12’ 10’ 1.5’ 50’ MIN. R/W 50’ MIN. R/W 1.5’ MIN. 4% POINT GRADE 2% POINT GRADE 12’ 12’ SWAMP BRIDGE TYPICAL SECTION 3:1 3:1 2% 12’ 12’ 4’ 8% 8% GRADE POINT L C 11’ 3’ 8’ 8’ 4’ 11’ 6’ 4’ 12’ 12’ 5:1 5:1 8% FDPS 33’ 2% 2% 8% FDPS FDPS MEDIAN GRADE POINT 4’ FDPS 11’ FUTURE 3:1 MAX. VARIABLE SLOPE 6:1 30’ 30’ MAX. 6’ FUTURE MAX. 6:1 VARIABLE SLOPE HINGE PT. FOR FILL HINGE PT. FOR FILL ACCOMMODATES FUTURE FOUR-LANE SECTION STA. 100+00.00 TO 118+05.66 SHLD. 2% 10’ 10’ SHLD. 1.5’ SHLD. 2% 10’ 10’ SHLD. 1.5’ 2’ 12’ 90’ TRANSITION BRIDGE TYPICAL SECTION 4% POINT CROWN C -C1- -C1- OPTION -C1- -C1- MATCH LINE PREFERRED ALTERNATIVE -C1- SCROLL 1 STA. 30+00.00 L -C1- MATCH LINE PREFERRED ALTERNATIVE -C1- SCROLL 3 STA. 150+00.00 -C1- TWO LANE TYPICAL SECTION -C1- 12’ 12’ 12’ GRADE POINT GRADE POINT PREFERRED ALTERNATIVE -C1- -C1- STA.41+75.00 TO STA. 100+00.00 -C1- STA.118+05.67 TO STA. 345+32.41 -C1- STA.25+51.06 TO STA. 41+75.00 -L2- STA.345+32.41 TO STA. 359+72.41 TIP PROJECT No. R-2576 (SCROLL of ) TIP PROJECT No. R-2576 (SCROLL of ) MID-CURRITUCK BRIDGE STUDY US 158 WIDENING OPTION MID-CURRITUCK BRIDGE STUDY US 158 WIDENING OPTION CURRITUCK COUNTY CURRITUCK COUNTY 2 6 2 6 PREFERRED ALTERNATIVE MCB4/A/C1 PREFERRED ALTERNATIVE MCB4/A/C1
