v v v v v 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 C F F F C F C F F C F F C F C F F F C C F F F F F F F F F F F F F F F C C F F F F F F C F DB 1214 PG 1493 DB 18K PG 609 DB 1260 PG 231 DB 6F PG 633 DB CORP 18 PG 604 DB 1125 PG 2356 DB 75E PG 229 DB 10G PG 458 DB 10G PG 458 DB 10F PG 440 DB 14O PG 134 DB 1167 PG 2135 DB 18D PG 593 DB 18D PG 593 DB 1239 PG 2297 DB 15A PG 306 PTSta. 38+00.10 BOLT REBAR PKNAIL SOLIDIRON SOLIDIRON EIP RRSPIKE RRSPIKE PKNAIL EIP EIP EIP PKNAIL EIP PKNAIL REBAR EIP REBAR REBAR SOLIDIRON EIP EIP REBAR REBAR RRSPIKE RRSPIKE EIP REBAR REBAR EIP N72^44’46"W 65.67 S83^04’39"W 70.84 S53^06’14"W 56.22 S82^47’01"W 83.17 N38^41’30"W 61.55 N64^11’54"W 46.18 N33^07’14"W 76.47 N23^50’27"W 109.08 N47^57’45"W 69.32 N47^44’25"W 101.92 N14^55’48"E 135.96 N14^55’48"E 265.86 S74^41’15"E 418.60 S10^28’41"W 49.87 S84^30’45"E 299.67 N10^31’29"E 349.22 S68^50’56"W 39.19 N44^38’28"W 24.41 S12^39’21"W 1096.76 N52^07’38"W 122.38 S77^16’18"W 45.66 S89^17’40"W N9^25’19"E 623.75 N10^32’31"E 358.22 N58^46’47"W 28.00 N83^05’53"W 33.63 N52^36’05"W 39.83 N49^51’31"W 43.90 N80^38’34"W 21.94 N05^11’57"W 28.27 N37^49’05"W 37.16 18.27 26.41 N31^35’50"W 23.51 S63^22’09"E 100.00 S50^07’34"E 100.00 S47^57’27"E 100.00 S59^10’16"E 100.00 S59^34’15"E 87.43 N9^47’15"W 100.00 N10^00’05"W 100.00 N5^39’58"E 100.00 N13^32’44"W 100.00 N14^08’41"W 100.00 N9^42’18"W 100.00 N16^19’21"E 100.00 N21^52’48"E 100.00 N4^04’14"E 100.00 N22^56’29"E 100.00 N37^38’52"E 100.00 N21^39’56"E 100.00 N2^52’09"W 131.74 COR-PK NAIL 101.69 COR-RW S0^56’35"W N82^45’25"W 688.93 N17^50’58"E 72.41 27.59 500.00 BOLT-COR 470.29 RW-COR S3^07’04"W S4^36’18"W 578.43 N88^15’07"W N1^45’26"E 809.82 COR-RR SPIKE 780.04 COR-RW 234.88 RR SPIKE-COR 204.91 RW-COR N1^43’55"E 400.04 S4^27’41"W 400.46 N88^15’19"W 544.56 S72^30’50"E 73.32 S72^30’50"E 73.32 S72^30’50"E 128.85 N5^34’30"E S3^59’43"W S5^42’56"E 665.96 REBAR-COR 664.95 RW-COR 628.23 COR-REBAR 627.50 COR-RW 0.43 REBAR-RW 611.18 COR-REBAR S54^08’47"E 296.94 S54^08’47"E 238.30 170.91 N62^43’04"E N43^21’14"W 361.72 N34^58’34"E 907.43 556.94 S30^53’30"E 59.98 S21^39’54"E 856.86 N8^55’53"E 495.08 S72^30’50"E 331.20 717.35 COR-RW N62^43’04"E 129.52 REBAR-RW N68^56’08"E 3.07 RW-EIP 108.13 EIP-RR RW N7^12’46"E 412.50 N7^12’46"E 689.61 N7^12’46"E 1270.43 N9^51’00"E 879.18 S87^28’10"E S27^29’52"W 323.39 S62^38’17"E 179.99 S2^24’34"W 175.23 N88^33’08"E 568.73 N84^17’14"W 261.05 N84^17’14"W 159.70 N23^12’48"E 220.59 N26^12’15"E 116.03 N29^37’24"E 50.05 N1^30’15"E 100.00 N11^11’12"E 100.00 N15^36’21"E 100.00 N42^16’03"E 100.00 N38^58’21"E 100.00 N28^22’53"E 100.00 N20^03’05"E 70.45 120.48 S69^16’16"E 100.00 N34^06’46"E 50.00 N60^35’20"E N33^11’21"E 50.00 N17^35’40"E 50.00 N56^53’26"E 50.00 N25^30’35"E 32.36 25.00 S63^41’56"E 25.00 S81^24’20"E 25.00 N48^44’40"E 25.00 N46^08’37"E 36.25 N48^44’54"E 213.73 S48^44’54"W 224.73 N69^35’32"E N39^13’28"W 171.16 S88^58’28"E 235.64 N11^31’57"W 668.33 N11^31’57"W 340.00 S85^28’15"E N52^42’43"E 6.37 RW-EIP 145.31 EIP-RR RW 12.49 RR RW-REBAR EXISTING RR R/W EXISTING RR R/W EXISTING RR R/W EXISTING R/W EXISTING R/W 50’ 50’ EXISTING R/W EXISTING R/W 60’ EXISTING R/W 200’ N9^51’00"E 1471.44 S83^05’47"E 1158.72 S29^18’18"W 378.00 S28^38’18"W 170.00 S11^08’18"W 154.00 S7^38’18"W 144.00 S15^15’18"W 56.00 S10^38’29"W 203.18 S5^15’40"W 144.90 S23^17’27"E 51.83 S3^00’32"E 59.61 S38^07’38"W 124.78 S15^25’04"W 192.19 S32^51’18"W 104.00 S8^28’18"W 167.00 S3^38’18"W 103.00 S42^09’18"W 56.50 S35^36’18"W 146.00 S43^11’18"W 104.00 S10^42’18"W 134.00 S17^21’00"W 136.01 S9^51’42"E 41.25 S9^51’43"E 516.67 N89^35’53"W 199.33 N6^09’28"W 630.16 W/POINTERS 15" YELLOW PINE W/POINTERS 16" RED OAK N88^15’07"W S07^25’54"E 360.64 N84^59’00"W N15^42’18"E P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L L P L P L P P P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L L P L P L P L P L P L P L 7 5 6 4 3 2 1 8 9 10 11 12 13 14 DUKE POWER DUKE POWER DUKE POWER DUKE POWER DUKE POWER DUKE POWER CSX CSX CSX CSX CSX CSX CSX ESKRIDGE GROVE BAPTIST CHURCH SEAL WIRE COMPANY LETHA RAY BEAVER JOHN ROBERT MCBRAYER SHELBY LOAN & MORTGAGE CORPORATION GEORGE C. DOGGETT SHELBY LOAN & MORTGAGE CO. CULP, INC. METROLINA PLASTICS JJI LIGHTING GROUP, INC. CAPITAL FUNDS, INC. GEORGE C. DOGGETT COLEMAN DOGGETT GEORGE C. DOGGETT FRED L. GLAIZE, III COLEMAN DOGGETT JIMMY HAWKINS JIMMY HAWKINS SIDNEY SNIDER SIDNEY SNIDER SIDNEY SNIDER SHELBY LOAN & MORTGAGE CO. SHELBY LOAN & MORTGAGE CO. EIP EIP EIP EIP REBAR RRSPIKE EIP REBAR PK PK PK RRSPIKE REBAR NAIL REBAR AXLE AXLE N81^11’48"W N81^11’48"W 59.92 335.30 S16^21’12"E 259.30 S28^48’12"W 200.00 S54^18’12"W 500.00 S44^48’12"W 350.00 S2^46’48"E 400.00 S84^46’39"E S14^48’05"W 310.00 N84^31’43"W S14^43’56"W 200.00 N87^11’48"W 1208.31 S85^38’35"E 600.12 S7^43’51"W 853.00 S5^27’47"E 129.83 S14^48’59"E 135.76 S4^55’54"E 274.07 S12^45’39"E 137.77 S85^38’35"E N85^39’03"W 150.01 N4^34’14"E 200.00 S85^39’03"E 150.00 S4^34’05"W 200.00 N85^39’20"W N4^33’01"E 199.80 S4^33’32"W 200.00 S85^41’46"E 81.13 200.97 N85^37’18"W N17^58’33"E 175.97 144.50 N83^43’24"E 171.06 N7^08’58"E 136.41 N16^04’27"W 60.48 N6^15’33"E 207.85 N7^38’33"E 129.64 S72^48’55"E 203.71 S79^05’50"E 126.76 N40^38’55"E 136.43 N17^35’01"E 140.25 N56^54’38"E 276.85 425.43 S85^43’41"W 267.26 N38^01’43"W 91.68 S56^54’38"W 289.71 S68^15’13"E 252.94 N78^51’46"E S89^12’40"E 49.08 S16^33’06"E 309.21 S55^24’27"E 84.32 S55^24’27"E 179.02 N03^02’02"E N80^37’24"E S36^21’46"W 102.00 S25^21’18"W N83^04’51"W 88.68 N26^01’04"E S64^38’42"E 103.80 S56^57’51"E 103.80 S81^03’11"E 52.50 S25^21’18"W 371.76 S23^14’04"E 339.25 S20^21’17"E 248.74 S27^46’58"E 43.33 N86^44’18"E 341.62 190.97 RW-EIP 199.04 EIP-EIP N25^21’18"E 188.09 2.12 EIP-RW 200.78 COR-EIP N18^10’18"E 94.01 EIP-RW 94.24 EIP-REBAR N52^35’27"E 129.48 S48^36’43"W 74.00’ S48^36’43"W 286.66 S55^58’42"W 101.00 N81^41’18"W 321.14 S59^32’42"W N15^43’25"W 119.73 N52^35’27"E 107.50 N52^35’27"E 441.75 S20^21’17"E 125.44 S5^15’09"W 519.76 N56^54’38"E 27.13 N56^54’38"E 19.81 S61^30’54"E 170.80 S52^10’40"E 172.89 S46^37’06"E 160.53 S53^53’51"E 122.26 0.09 RW-EIP 40.00 EIP-COR S0^01’36"E 209.57 N18^16’24"E 222.26 RW-AXLE 222.68 EIP-AXLE S23^43’21"W 93.27 N32^25’41"W 46.63 100.00 N89^30’06"E 100.00 S84^40’27"E 100.00 S74^55’34"E 100.00 S63^00’57"E 100.00 S55^10’58"E 100.00 S43^24’09"E 100.00 S32^25’41"E 277.36 60’ 60’ S81^11’19"E 248.02 S76^22’49"E 161.04 N0^39’16"W 148.98 N66^15’25"W N8^27’17"W 68.25 N8^27’17"W 151.16 REBAR 1.06 RW-EIP 664.75 EIP-COR N67^09’46"W 88.92 N51^22’04"W 159.96 N54^26’25"W 234.94 N79^31’24"W 120.23 71.04 S61^49’43"W S30^57’01"W 90.29 S12^48’11"W 97.68 S0^17’58"W 159.28 N61^36’21"W BRIDGESPIKE PKNAIL N70^56’24"E 586.38 N15^49’57"E 107.15 N15^49’57"E 465.77 598.63 N15^49’57"E 404.79 110.08 REBAR-REBAR 9.73 RW-REBAR S71^51’13"E 369.33 N8^30’40"W S9^05’56"E N15^49’57"E 251.08 N52^39’03"W N7^34’12"E 246.82 S82^35’26"E 244.61 328.47 REBAR-COR 325.58 RW-COR 237.64 RR SPIKE-COR 207.23 RW-COR 238.55 COR-BRIDGE SPIKE 208.08 COR-RW S61^33’49"E 184.51 S49^28’41"E 269.81 N79^51’02"E S67^36’44"E 215.39 N35^19’25"W 43.28 S44^54’17"E 245.01 S44^54’17"E 245.01 S72^15’08"E 84.83 S44^56’06"E 194.76 S44^56’06"E 194.76 S7^41’58"E 75.71 S18^37’14"W 56.42 S2^06’45"E 105.20 S27^56’03"W 53.60 S0^39’29"W 118.37 S83^35’00"E 38.14 9.23 RW-AXLE 201.06 AXLE-COR 9.01 RW-AXLE 200.91 AXLE-COR N87^11’48"W N82^54’42"W 1292.47 218.02 REBAR-EIP S85^41’46"E S10^15’39"E 100.00 S8^41’58"E 100.00 S7^15’51"E 100.00 S2^36’28"W 100.00 S12^46’41"W 100.00 S27^33’16"W 100.00 S36^39’44"W 100.00 S58^03’27"W 100.00 S75^53’47"W S80^12’33"W S84^33’20"W 100.00 S86^32’08"W 100.00 N84^06’53"W 100.00 N81^29’15"W 100.00 100.00 N72^00’17"W 300.00 N65^44’35"W 100.00 100.00 N61^00’00"W 100.00 N69^16’19"W 100.00 N87^06’43"W 100.00 S63^28’49"W 100.00 S20^48’45"W 106.80 EXISTING R/W EXISTING R/W EXISTING R/W 40’ JAMES O. HENDRICK S19^52’02"E 200.00 S30^41’15"E 200.00 S46^19’07"E 200.00 S34^46’06"E 200.00 S32^06’39"E 318.65 EXISTING R/W 60’ 209.85’ 259.59’ RW-COR 290.05’ RR SPIKE-COR 60’ R/W P L P L P L P L P L P L P L P L P L L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P P L P L P L P L P L P L P L P L P L P L P P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P P L P L P L P L P L P L P L P L P L P L P L 15 16 17 18 19 20 24 21 22 23 25 1 CHARLES A. HORN WILLIAM JAMES HORN MYRTLE ROBERTSON, HEIRS PEARL HICKS WATSON WILLIAM JAMES HORN LOUISE HORN MARTIN C. CLAY CABANISS RONALD DAVID LEDBETTER CATHERINE HENDREN COLE ROBERT S. LEDBETTER C. CLAY CABANISS C. CLAY CABANISS CHARLES A. HORN OLIVIA WITHROW GARY ALSOBROOK GARY ALSOBROOK OLIVIA WITHROW DEBBIE ANN WEBBER INICE BROOKS ELSIE LOGAN OLIVIA WITHROW FRANCES LEDFORD FRANK THOMAS HANNAH TORRANCE COMBS C A C A C A C A C A C A C A C PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE PDE C A C A C A C A C A C A A C A C A C A C A C 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 C A C A C A C A C A C C A C A C A C A C A 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 EOS EOS EOS 6" STEEL 6" STEEL 6" STEEL 6" STEEL 6" STEEL 6" STEEL 6" STEEL 6" STEEL 6" STEEL 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC 2" PVC EOS EOS EOS 6" STEEL 6" STEEL 6" STEEL 6" STEEL 6" STEEL 6" STEEL 6" STEEL 6" STEEL 6" STEEL FARM TAP 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC 2" PVC 18" CONC 8’ X 12.7’ OVAL CMP INV = 811.04’ 24" CONC 18" CONC INV = 886.93’ 0.8’ CONC HW 18" CONC INV = 888.31’ INV = 886.40’ JUNK YARD JUNK YARD JUNK YARD JUNK YARD JUNK YARD BRUSH RUINS RUINS RUINS BRUSH JUNK YARD JUNK YARD HTR HTR HTR 15"CONC S WD DK S HTR S MTL 72"CHL 48" CONC 15"CONC MTL 377 W/LT W CONC 48"CONC S 18" CONC 1SMTL BUS BUS CONC HW CONC HW 6’ WOOD PRIVACY FENCE HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR WOOD DECK WOOD DECK 1 S F D HTR (ABANDONED) CONC HW 18" CMP RUINS W/LT CONC CONC CONC CONC CONC 12" PLASTIC 12" CONC 1SBKD W 96" CHL/3SBW 96" CHL/3SBW 96" CHL/3SBW 96" CHL/3SBW 96" CHL/3SBW CONC CONC 96" CHL/3SBW 30" CONC ISBK 12" CONC 12" CONC 12" CONC 15" CONC 1SBKD CONC W/LT S S CONC 2SBK CHURCH 15" CONC CEMETERY 1SFD 1SFD ABAND 2SFD ABAND W/LT 1SBKD 15" CONC 15" CONC 12" CONC 2SBKD W 30" CONC 1SFD 1SF POULTRY HOUSE S B 323 36" CONC BST MTL 4SBW 4SBW 4SBW 4SBW 15" CONC 18" CONC 10’ CONC 15" CONC 15" CONC W/LT 24" CONC 18" CONC 0.8’ CONC HW 18" CONC INV = 886.40’ 30" CONC W/LT 36" WD RAIL 36" WD RAIL 48" CHL 48" CHL 48" WD 12" CMP ISMTL BUS 1SBK FLAG BUS 72" CHL 60" WD 60" WIRE/1SBW 48" WIRE/1SBW 1SMTL BUS 1SMTL BUS 1SMTL BUS W RUINS 48" WW/1SBW 48" WW/1SBW 48" WW/1SBW 48" WW/1SBW CONC CONC 24" CONC 5’CONC HW 5’CONC HW W/LT 2SFD 72" CONC 12" CONC 48" CONC 2SBKD CONC 2SBKD W/LT W 12"CONC CONC 24" BK WALL BK PATIO GR 2SFBKD G W W/LT W 48" CHL WD DK S 2SFD G 72"CHL 48" CONC 15" CONC G S CEMETERY S S 48" CHL 2SBKD 12" CONC 15" CONC 15" CONC 48"CONC 2SBKD WD DK 18"CONC W/LT 15" CONC 15" CONC 72"WW MTL GATE 48"WW&6SBW S HORSE CORRAL 60" VINYL RAIL 60" VINYL RAIL 60" VINYL RAIL HORSE CORRAL HORSE CORRAL 60" VINYL RAIL 60" VINYL RAIL BK 4SELEC 48"WW&1SBW 4SBW 48"WW&2SBW 4SBW LT CAR PORT S 72"BK S 48"WW&1SELEC 12"CONC GRATE area u/c W/LT MTL GATE HTR S MTL S S 1S BUS MTL GATE CONC WD CONC S S 2SFBKD 15" CONC W/LT 1SFD 1SFD ABAND 60"BLK WALL 36"CONC 2SBK CRISTIAN CHURCH W/LT W G U/C 24" CONC 24" CONC 60"WD RAIL 60"WD RAIL S 5SELEC 3SELEC 4SELEC CONC 2SFD 60" BLK 2SFD 48"-60" BLK WALL RUINS 5SBW ELEC 4SBW CONC SAND BIN SILO FUEL TANKS S S S 60"WW&2SBW 60"WW&2SBW 4SELEC S 48" BLK WALL 5SBWELEC 5SBWELEC 210+00 235+00 240+00 215+00 220+00 225+00 230+00 250+00 255+00 260+00 265+00 270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00 310+00 315+00 320+00 325+00 330+00 335+00 340+00 345+00 350+00 365+00 355+00 360+00 C F C C C C C C C C C F C F C F C F C F F F F C C F C C F C F C F F C C C F C F F C F C C C C F F F F F F F F F F F F F C F C C F F C F F F C C C F F C C F F C C C C C C C F C C F F F C F C C F C F F 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 F 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 C C C C C C C C C F C F F C F F C F C C C C C C C C C C C F F F F F F F F F F C C C C C C C C C C C C F C F F C C C C C C C C C C C C C F F F F F F F F F F F F F F F F F F F F C F C C F F F F F F F F F F F F F F F C C C C C F F F C C F F F C C C C C C C C C C C C C C C C F C C C C C C F C C C C C C C C C F C C F F F F F F F F F F C F W-PIT W-PIT W-PIT G-FARM 4" STEEL 6" STEEL 4" STEEL 6" STEEL 6" STEEL 6" STEEL 6" STEEL 6" STEEL 6" STEEL 16" DIP 16" DIP 16" DIP 16" DIP 16" DIP 16" DIP 16" DIP 6" DIP 16" DIP 16" DIP 16" DIP 12" DIP 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC EOS EOS EOS EOS EOS DATUR DATUR DATUR DATUR EOS EOS EOS 300+00 305+00 310+00 315+00 320+00 325+00 330+00 335+00 340+00 345+00 370+00 375+00 380+00 385+00 390+00 395+00 400+00 405+00 END TIP PROJECT R-2707A BEGIN TIP PROJECT R-2707B END TIP PROJECT R-2707B BEGIN TIP PROJECT R-2707C -L- STA. 353+23.01 MATCHLINE ROLL 1 MATCHLINE ROLL 3 TRAFFIC DIAGRAM TRAFFIC DIAGRAM FDPS EXIST. GROUND GRADE POINT 2:1 VARIABLE SLOPES EXIST. GROUND VARIABLE SLOPES * 2:1 MAX EXIST. GROUND EXIST. GROUND C L NC 226 (POLKVILLE RD.) (-Y1-) NC 226 (POLKVILLE RD.) FDPS TYPICAL SECTION GRADE TO THIS LINE 4’ 8’ VAR 24’ TO 40’ 12’ VAR 0’ TO 16’ 12’ 4’ 8’ - 11’ Functional Class. = Freeway Design Speed = 70 mph Max. Superelev. = 0.08 Functional Class. = Freeway Design Speed = 70 mph Max. Superelev. = 0.08 215+00 395+00 RICHARD E. HAMRICK WILLIAM J. ROYSTON THOMAS LEE HOWELL FRANKLIN NURSEY, INC. BARBARA JO MAUNEY DAVID CABE WALL ROSA M. JAMERSON, HEIRS WILLIS M. CAMP COLEMAN DOGGETT CLEVELAND COUNTY HERMAN DAVIS ESKRIDGE GROVE BAPTIST CHURCH MARTIN LARRY BORDERS ESKRIDGE GROVE BAPTIST CHURCH SAM D. BLACK EARL O’NEAL MADDOX LEONARD L. MCSWAIN, JR. FIRST NATIONAL BANK OF SHELBY OLIVIA WITHROW FRANK TOMS, JR. CAROLYN ESKRIDGE LAURY MARTHA SEWELL BEULAH LAND CHRISTIAN FRANCES LEDFORD OMAR MOLETTE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 OFFICIAL CORRIDOR MAP ROLL 2 OF 5 CLEVELAND COUNTY PROJECT 34497.1.1 (R-2707) F. A. PROJECT NHF-74(14) US 74 - SHELBY BYPASS DESIGN PUBLIC HEARING MAP & OFFICIAL CORRIDOR MAP ROLL 2 OF 5 CLEVELAND COUNTY PROJECT 34497.1.1 (R-2707) F. A. PROJECT NHF-74(14) US 74 - SHELBY BYPASS OFFICIAL CORRIDOR MAP LEGEND AND GUTTER EXISTING ROADWAY BUILDINGS TO BE REMOVED PROPOSED EASEMENTS FUTURE ROADWAY RAILROAD RIGHT OF WAY 0000 0000 FUTURE ADT P L AND GUTTER EXISTING ROADWAY BUILDINGS TO BE REMOVED PROPOSED EASEMENTS FUTURE ROADWAY RAILROAD RIGHT OF WAY 0000 0000 FUTURE ADT P L LEGEND AND GUTTER EXISTING ROADWAY BUILDINGS TO BE REMOVED PROPOSED EASEMENTS FUTURE ROADWAY RAILROAD RIGHT OF WAY 0000 0000 FUTURE ADT P L LEGEND AND GUTTER EXISTING ROADWAY BUILDINGS TO BE REMOVED PROPOSED EASEMENTS FUTURE ROADWAY RAILROAD RIGHT OF WAY 0000 0000 FUTURE ADT P L LEGEND AND GUTTER EXISTING ROADWAY BUILDINGS TO BE REMOVED PROPOSED EASEMENTS FUTURE ROADWAY RAILROAD RIGHT OF WAY 0000 0000 FUTURE ADT P L LEGEND EXISTING ROADWAY BUILDINGS FUTURE ROADWAY UTILITY EASEMENT CEMETERIES 0000 EXISTING CONTROL OF ACCESS AND GUTTER TO BE RETAINED P L PROPERTY LINES LEGEND EXISTING ROADWAY BUILDINGS FUTURE ROADWAY UTILITY EASEMENT CEMETERIES 0000 EXISTING CONTROL OF ACCESS AND GUTTER TO BE RETAINED P L PROPERTY LINES LEGEND EXISTING ROADWAY BUILDINGS FUTURE ROADWAY UTILITY EASEMENT CEMETERIES 0000 EXISTING CONTROL OF ACCESS AND GUTTER TO BE RETAINED P L PROPERTY LINES LEGEND EXISTING ROADWAY BUILDINGS FUTURE ROADWAY UTILITY EASEMENT CEMETERIES 0000 EXISTING CONTROL OF ACCESS AND GUTTER TO BE RETAINED P L PROPERTY LINES LEGEND EXISTING ROADWAY BUILDINGS FUTURE ROADWAY UTILITY EASEMENT CEMETERIES 0000 EXISTING CONTROL OF ACCESS AND GUTTER TO BE RETAINED P L PROPERTY LINES TRAFFIC SIGNAL 6:1 6:1 C L 0.04 0.02 0.08 6:1 6:1 6:1 EXIST. GROUND EXIST. GROUND 0.02 0.08 6:1 EXIST. GROUND EXIST. GROUND 0.04 0.02 (-L-) US 74 (Shelby Bypass) -L- GRADE POINT 2:1 VARIABLE SLOPES VARIABLE SLOPES * 2:1 MAX 0.02 0.02 PDPS PDPS FDPS GRADE POINT TYPICAL SECTION FDPS FDPS FDPS GRADE TO THIS LINE 24’ 46’ 24’ 10’ 12’ 12’ 6’ 17’ 17’ 6’ 12’ 12’ 10’ 12’ 4’ 12’ - 15’ 4’ 4’ 4’ 0.08 0.02 0.02 6:1 6:1 4:1 0.08 0.02 6:1 0.02 0 50 100 100 200 1"=200’ 0 50 100 100 200 1"=200’ PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION CSX MILEPOST SF 388 NSC MILEPOST SB 157 CHORD CHORD CHORD SOIL SOIL SOIL SOIL SOIL CONC SOIL SOIL SR 1314 ARTEE RD 19’BST GR GR SOIL METROLINA DR 20’BST BST GR SOIL SOIL SOIL SOIL SOIL SOIL GR 9’BK GR GR GR GR GR GR SOIL 10’ CONC CONC GR GR CSX RR GR GR GR CONC SR 1313 WASHBURN SWITCH RD 24’ BST SR 1313 WASHBURN SWITCH RD 24’ BST BST BST CONC CSX RR GR 21’ CONC SOIL GR GR GR GR SOIL BST SOIL SOIL 24’SOIL 28’SOIL SOIL SOIL SR 1314 ARTEE RD 19’ BST BST BST SOIL 9’ CONC 24" C&G SR 1313 WASHBURN SWITCH RD 24’ BST SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL BRUSHY CREEK BRUSHY CREEK SOIL GR 10’ CONC 9’ CONC CONC 10’ CONC 10’ CONC CONC 10’ CONC CONC 10’ CONC SOIL BST SOIL 10’ CONC NC 226 POLKVILLE RD 24’ BST 10’CONC CONC DESTINY LN GR SOIL SOIL 12’BST 20’ CONC GR SR 1343 CHATFIELD RD BST SOIL DESTINY LN GR NC 226 POLKVILLE RD 24’ BST NC 226 POLKVILLE RD 24’ BST DESTINY LN GR GR GR GR GR GR SOIL 12’ CONC 13’CONC GR SR 1850 METCALF RD 22’BST GR GR GR GR SOIL SOIL SOIL 12’CONC RAMP DESTINY LN GR SR 1850 METCALF RD 22’BST SR 1850 METCALF RD 22’BST SR 1850 METCALF RD 22’BST 15+00 20+00 25+00 30+00 35+00 25+00 245+00 20+00 25+00 30+00 15+00 -L- -L- -L- -L- -L- -L- 15+00 15+00 20+00 15+00 20+00 15+00 20+00 N 39^ 58’ 02.9" E 20+00 15+00 10+00 10+00 PROP. MONOLITHIC CONC. ISLAND 18’ C C C 10+00 15+00 20+00 20+00 15+00 10+00 5+00 10+00 5+00 25+00 30+00 5+00 10+00 20+00 20+00 15+00 10+00 25+00 30+00 5+00 35+00 40+00 45+00 15+00 10+00 15+00 20+00 30+00 35+00 35+00 10 15 20 25 30 BRUSHY CREEK TO US 74 TO POLKVILLE TO WEST ZION CHURCH RD. -L- PROPOSED US 74 SHELBY BYPASS -L- PROPOSED US 74 SHELBY BYPASS -L- PROPOSED US 74 SHELBY BYPASS CEMETERY TO WEST ZION CHURCH RD. 320’ RIGHT OF WAY 500’ RIGHT OF WAY POND POND FIRST BROAD RIVER TO US 74 BRUSHY CREEK -Y1- DETOUR 46’ MEDIAN 46’ MEDIAN 24’ 24’ 24’ 24’ 200’ 100 200 500 1,100 1,200 2,400 1,000 1,400 2005 2025 ADT -Y7- (WASHBURN SWITCH RD.) -L- (US 74) 2007 2025 ADT 1680 2400 440 800 15780 22800 13280 19400 -L- (US 74) 6150 9300 5250 7500 880 1600 2140 3400 -Y1- (NC 226) -Y7- SR 1313 (WASHBURN SWITCH RD.) -Y2- SR 1314 (ARTEE RD.) -Y1- NC 226 (POLKVILLE RD.) -Y17- SERVICE RD. #1 -Y2- SR 1850 (METCALF RD.) C A C A C A C A C A C A C A C A C A C A
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DB 6U PG 158
DB 1183 PG 422
DB 1221 PG 1373
DB 1055 PG 284
DB 1214 PG 1493
DB 18K PG 609
DB 1260 PG 231
DB 1260 PG 231
DB 1260 PG 231
DB 1083 PG 1680
DB 1067 PG 213
DB 1105 PG 2237
DB 6F PG 633
DB CORP 18 PG 604
DB 1125 PG 2356
DB 75E PG 229
DB 7P PG 66
DB 15D PG 367
DB 11C PG 399
DB 11E PG 219
DB 10G PG 458
DB 10G PG 458
DB 10F PG 440
DB 14O PG 134
DB 1167 PG 2135
DB 18D PG 593
DB 18D PG 593
DB 1178 PG 1843
DB 1178 PG 1843
DB 1239 PG 2297
DB 1239 PG 2297
DB 15A PG 306
DB 17O PG 271
PTSta. 38+00.10
PKNAIL
REBARBOLT
REBAR
REBAR
PKNAIL
PKNAIL
AXLE
REBAR
SOLIDIRON
SOLIDIRON
SOLIDIRON
RRSPIKE
EIP
EIP
RRSPIKE
RRSPIKE
PKNAIL
EIP
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REBARPKNAIL
EIP
REBAR
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PKNAIL
REBAR
RW MON
EIP
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SOLIDIRON
EIP
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RRSPIKE
RRSPIKE
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PKNAIL
REBARREBAR
EIP
EIP
N72^44’46"W65.67
S83^04’39"W70.84
S53^06’14"W
56.22S82^47’01"W83.17
N38^41’3
0"W
61.5
5
N64^11’54"W
46.18
N33^07’1
4"W
76.4
7
N23^50’2
7"W
109.0
8
N47^57’4
5"W
69.3
2
N47^44’2
5"W
101.92
N14^55’4
8"E
135.9
6
N14^55’4
8"E
265.8
6
S74^41’15"E418.60
S10^28’4
1"W
49.8
7
S84^30’45"E299.67
N10^31’2
9"E
349.2
2
S68^50’56"W
39.19
N44^38’2
8"W
24.4
1
S12^3
9’2
1"W
1096.7
6
N52^07’3
8"W
122.3
8
S77^16’18"W
45.66
S89^17’40"W57.64
N9^25’1
9"E
623.7
5
N10^32’3
1"E
358.2
2
N58^46’47"W
28
.00
N83^05’53"W33.63
N52^36’0
5"W
39.8
3
N49^51’3
1"W
43.9
0
N80^38’34"W21.94
N05^11’5
7"W
28.2
7N
37^49’0
5"W
37.1
6
S73^46’13"W
18.27
N87^11’53"W
26.41
N31^35’5
0"W
23.5
1
S63^22’09"E
100.0
0
S50^07’34"E
100.0
0
S47^57’2
7"E
100.0
0
S59^1
0’1
6"E
100.00
S59^34’15"E
87
.43
N9
^4
7’1
5"W
100.0
0
N10^00’0
5"W
100.0
0
N5^39’58"E
100.0
0
N1
3^3
2’4
4"W
100.0
0
N1
4^08’4
1"W
100.0
0
N9^42’1
8"W
100.0
0
N16^19’2
1"E
100.0
0
N21^52’4
8"E
100.0
0
N4^04’1
4"E
100.0
0
N22^56’2
9"E
100.0
0
N37^3
8’52"E
100.00
N21^39’5
6"E
100.0
0
N2^52’0
9"W
131.7
4 C
OR
-PK
NA
IL
101.6
9 C
OR
-RW
S0^56’3
5"W
N82^45’25"W688.93
N17^5
0’5
8"E
72.4
1
27.5
9
500.0
0 B
OL
T-C
OR
470.2
9 R
W-C
OR
S3^07’04"W
S4^36’1
8"W
578.4
3
N88^15’07"W563.63
N1^45’2
6"E
809.8
2 C
OR
-R
R S
PIK
E
780.0
4 C
OR
-R
W
234.8
8 R
R S
PIK
E-C
OR
204.9
1 R
W-C
OR
N1^43’5
5"E
400.0
4
S4^27’4
1"W
400.4
6
N88^15’19"W544.56
S72^30’50"E73.32
S72^30’50"E73.32
S72^30’50"E128.85
N5^34’3
0"E
S3^59’4
3"W
S5^42’56"E
665.9
6 R
EB
AR
-CO
R
664.9
5 R
W-C
OR
628.2
3 C
OR
-RE
BA
R
627.5
0 C
OR
-RW
0.4
3 R
EB
AR
-R
W
611.1
8 C
OR
-RE
BA
R
20" WHITE OAK
S54^08’4
7"E
296.9
4
S54^08’4
7"E
238.3
0
N77^53’24"E
170.91
N62^43’04"E
155.34
S79^39’11"W
N43^21’14"W
361.7
2
N34^5
8’3
4"E
907.4
3
N74^49’29"E 556.94
N74^41’14"E
405.32
S30^53’3
0"E
59.9
8
S74^44’23"W
718.99
S21^39’5
4"E
856.8
6
N78^56’41"E
S79^21’13"W
1388.72
N8^55’5
3"E
495.0
8
S72^30’50"E331.20
741.77 COR-PK NAIL
717.35 COR-RW
499.10 PK NAIL-COR
474.59 RW-COR
N62^43’04"E
N75^51’52"E
233.38 REBAR-E
IP
176.37 REBAR-R
W
159.73 REBAR-PK NAIL
129.52 REBAR-RW
S78^23’28"W
1.11 REBAR-RW
151.86 RR RW-REBAR
N68^56’08"E
3.07 RW-EIP
108.13 EIP-RR RW
N7^12’4
6"E
412.5
0
N7^12’4
6"E
689.6
1
N7^12’4
6"E
1270.4
3
N9^51’0
0"E
879.1
8
S87^28’10"E1376.47
S27^2
9’5
2"W
323.3
9
S62^38’17"E
179.99
S2^24’3
4"W
175.2
3
N88^33’08"E568.73
N84^17’14"W261.05
N84^17’14"W159.70
N23^12’4
8"E
220.5
9
N26^12’1
5"E
116.
03
N29^37’2
4"E
50.0
5
N1^30’1
5"E
100.0
0
N11^1
1’1
2"E
100.0
0
N15^3
6’2
1"E
100.0
0
N42^16’0
3"E
100.0
0
N38^5
8’2
1"E
100.00
N28^2
2’5
3"E
100.0
0
N20^03’0
5"E
70.4
5
N68^46’42"E
120.48S69^16’16"E
100.0
0
N70^40’07"E
100.00
N73^31’29"E
50.00
N34^06’4
6"E
50.0
0
N60^35’20"E
50.00
S89^29’52"E50.00
N33
^11’
21"E
50.0
0
N78^38’59"E
50.00
N50^07’0
9"E
50.0
0
N17^35’4
0"E
50.0
0
N56^53’26"E
50.00
N25^30’3
5"E
32.3
6
N82^45’10"E
25.00S63^41’56"E
25.0
0
S81^24’20"E25.00
N48^44’40"E
25.00
N80^09’23"E
25.00
N46^08’3
7"E
36.25
N48^44’54"E
213.73
S48^44’54"W
192.59
S48^44’5
4"W
224.73
S48^44’5
4"W
240.6
8
N69^35’32"E
451.45
N39^13’2
8"W
171.1
6
S88^58’28"E235.64
N1
1^3
1’5
7"W
668.3
3
S74^50’32"W
822.50
N1
1^3
1’5
7"W
34
0.0
0
S85^28’15"E1572.47
N52^42’43"E
6.37 R
W-E
IP
145.31 EIP-RR RW
12.49 RR RW-REBAR
100’
EXISTING RR R/W
EXISTIN
G R
R R
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100’
EX
IST
ING
RR
R/W
EX
IST
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RR
R/W
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IST
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R/W
EX
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R/W
50’
50’
EX
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/W
EXISTIN
G R
/W
EXISTING R/W
EXISTING R/W
60’
60’
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
200’
N9^51’0
0"E
1471.4
4
S83^05’47"E1158.72
S29^1
8’18
"W
378.0
0
S28^38’1
8"W
170.0
0
S11^08’1
8"W
154.0
0
S7^38’1
8"W
144.0
0
S15
^15’
18"W
56.0
0
S10^38’2
9"W
203.1
8
S5^15’4
0"W
144.9
0
S23^17’2
7"E
51.8
3
S3^00’32"E
59.6
1
S38^0
7’38"W
124.78
S15^25’0
4"W
192.
19
S32
^51’
18"W
104.0
0
S8^28’1
8"W
167.0
0
S3^38’1
8"W
103.0
0
S42^09’18"W
56.50
S35
^36’
18"W
146.0
0
S43^11’18"W
104.00
S10^42’1
8"W
134.0
0
S17^21’0
0"W
136.
01
S79^53’03"W
54.47S9
^5
1’4
2"E
41
.25
S9^51’4
3"E
516.6
7
N89^35’53"W199.33
N6^09’2
8"W
630.1
6
10" WHITE OAKW/POINTERS
20" RED OAKW/POINTERS
15" YELLOW PINEW/POINTERS
24" POPLARW/POINTERS
16" RED OAKW/POINTRS
N88^15’07"W
S07^25’54"E
36
0.6
4
N84^59’00"W
N15^42’1
8"E
PL
PL
PL
PL
PL
PL
P LP
L
PL
PL
PL
P
L
PL
P L
P L
P L
P L
P L
P L
P L
P L
PL
P
L
PL
P L
P
L P
L P
L P
L P
L
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L
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L
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PL
PL
PL
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P L
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P L
PL
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P L
P L
P L
P L
P L
PL
PL
P L
P L
P LP L
PL
PL
PL
PL
PL
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PL
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PL
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PL
P L
P L
P L
P L
P L
PL
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P
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P
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PL
P L
P L
PL
PL
P
L
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PL
PL
PL
PL P
L
PL
PL
PL
PL
PL
P L
7
5
6
432
1
8
9
10
11
12
13
14
DUKE POWER
DUKE POWER
DUKE POWER
DUKE POWER
DUKE POWER
DUKE POWER
CS
X
CS
X
CSX
CSX CSX
CSX
CSX
ESKRIDGE GROVE BAPTIST CHURCH
SEAL WIRE COMPANY
LETHA RAY BEAVER
JOHN ROBERT MCBRAYER
SHELBY LOAN & MORTGAGE CORPORATION
GEORGE C. DOGGETT
SHELBY LOAN & MORTGAGE CO.
CULP, INC.
METROLINA PLASTICS
JJI LIGHTING GROUP, INC.
CAPITAL FUNDS, INC.
GEORGE C. DOGGETT
COLEMAN DOGGETT
GEORGE C. DOGGETT
FRED L. GLAIZE, III
COLEMAN DOGGETT
JIMMY HAWKINS
JIMMY HAWKINS
SIDNEY SNIDER
SIDNEY SNIDER
SIDNEY SNIDER
SHELBY LOAN & MORTGAGE CO.
SHELBY LOAN & MORTGAGE CO. EIP
RRSPIKE
EIP
REBAR
EIP
EIP
EIP
AXLE
REBAR
RRSPIKE
EIP
EIP
EIP
EIP
REBAR
REBAR
PK
PK
PK
RRSPIKE
REBAR
EIP
NAIL
REBAR
REBAR
REBAR
AXLE
AXLE
REBAR
REBAR
N81^11’48"W
N81^11’48"W59.92
S75^33’12"W
335.30
S16
^21
’12"E
259.3
0
S28
^48’
12"W
200.0
0
S54^18’12"W
500.00
S44^48’12"W
350.00
S72^48’12"W
130.00
S2^46’4
8"E
400.0
0
S84^46’39"E
S14^48’0
5"W
310.0
0
N84^31’43"W
S14^43’5
6"W
200.0
0
N87^11’48"W1208.31
S85^38’35"E600.12
S7^43’5
1"W
853.0
0
S5^27’47"E
129.8
3S
14^48’5
9"E
135.7
6
S4^55’54"E
274.0
7
S12^45’3
9"E
137.7
7
S85^38’35"E1529.29
N85^39’03"W150.01
N4^34’1
4"E
200.00
S85^39’03"E150.00
S4^34’0
5"W
200.0
0
N85^39’20"W282.0
3
N4^33’01"E
199.8
0
S4^33’32"W
200.0
0
S85^41’46"E81.13
S85^41’46"E200.97
N85^37’18"W
N17^58’3
3"E
175.9
7
S88^01’27"E144.50
N83^43’24"E171.06
N7^08’5
8"E
136.4
1
N16^04’2
7"W
60
.48
N6^15’3
3"E
207.8
5
N7^38’33"E
129.6
4
S72^48’55"E203.71
S79^05’50"E126.76
N80^11’09"E
93.34
N40^38’5
5"E
136.43
N17^35’0
1"E
140.2
5
N56^54’38"E
276.85
N76^01’40"E
425.43
S85^43’41"W267.26
N38^01’4
3"W
91.6
8
S56^54’38"W
289.71
S68^15’13"E252.9
4
N78^51’46"E
76.00
S89^12’40"E49.08
S1
6^3
3’0
6"E
309.2
1
S55^24’2
7"E
84.3
2
S55^24’2
7"E
179.0
2
N03^02’0
2"E
N80^37’24"E
214.27
S36^2
1’46"W
102.00
S25
^21’
18"W
N83^04’51"W88.68
N26^01’0
4"E
S64^38’4
2"E
103.80
S56^57’5
1"E
10
3.8
0
S81^03’11"E52.50S25
^21’
18"W
371.7
6
S23^14’0
4"E
339.2
5
S20^21’1
7"E
248.7
4
S27^46’5
8"E
43.3
3 N86^44’18"E341.62
190.9
7 R
W-E
IP
199.0
4 E
IP-E
IP
N25^21’1
8"E
188.0
9
2.1
2 E
IP-R
W
200.7
8 C
OR
-EIP
N18^10’1
8"E
94.0
1 E
IP-R
W
94.2
4 E
IP-R
EB
AR
N52^35’2
7"E
129.48
S48^36’43"W
74.00’
S48^36’43"W
286.66
S55^58’42"W
101.00
N81^41’18"W321.14
S59^32’42"W
297.07
N15^43’2
5"W
119.7
3
N52^35’27"E
107.50
N52^35’27"E
441.75
S20^21’1
7"E
125.4
4
S5^15’0
9"W
519.7
6
S77^15’09"W
414.06
N56^54’38"E
27.13
N56^54’38"E
19.81
S61^30’54"E
170.8
0
S52^10’4
0"E
172.8
9
S46^37’0
6"E
160.5
3
S53^53’5
1"E
122.2
6
0.0
9 R
W-E
IP40.0
0 E
IP
-C
OR
S0^01’3
6"E
209.5
7
N18^16’2
4"E
222.2
6 R
W-A
XL
E
222.6
8 E
IP-A
XL
E
S23^43’2
1"W
93.2
7
N32^25’4
1"W
46.6
3
N83^44’07"E
100.00N89^30’06"E100.00
S84^40’27"E100.00
S74^55’34"E100.00
S63^0
0’5
7"E
100.0
0
S55^10’5
8"E
100.0
0
S43^24’0
9"E
100.0
0
S32^25’41"E
277.3
6
EXISTING R/W
EXISTING R/W
60’
EX
IST
ING
R/W
EX
IST
ING
R/W
60’
S81^11’19"E248.02
S76^22’49"E161.04
N0^39’1
6"W
148.9
8
N66^15’25"W
N8^27’1
7"W
68.2
5N
8^27’1
7"W
151.1
6
REBAR
1.0
6 R
W-E
IP
664.7
5 E
IP-C
OR
N67^09’46"W88.92
N51^2
2’0
4"W
159.9
6
N54^2
6’2
5"W
234.9
4
N79^31’24"W120.23
S79^52’20"W
71.04S61^49’43"W
55.93
S30^57’0
1"W
90.2
9
S12^48’1
1"W
97.6
8
S0^17’5
8"W
159.2
8
N61^36’21"W
1592.4
9
BRIDGESPIKE
PKNAIL
N70^56’24"E
1049.16
N71^26’54"E
510.31
N87^11’48"W586.38
N15^49’5
7"E
107.
15
N87^11’48"W34.31
N15^49’5
7"E
465.7
7
S75^19’37"E598.63
N15^49’5
7"E
404.7
9
N77^50’08"E
586.54
110.08 REBAR-REBAR
9.73 RW-REBAR
S71^51’13"E369.33
N75^33’12"E
742.70
N8^30’4
0"W
S9^05’56"E
N15^49’5
7"E
251.0
8
N52^39’0
3"W
N7^34’1
2"E
246.8
2
S82^35’26"E244.61
328.4
7 R
EB
AR
-CO
R
325.5
8 R
W-C
OR
23
7.6
4 R
R S
PIK
E-C
OR
207.2
3 R
W-C
OR
238.5
5 C
OR
-B
RID
GE
SP
IK
E208.0
8 C
OR
-R
W
S61^33’49"E
184.51
S49^28’4
1"E
269.8
1
N79^51’02"E
92.76
S67^36’44"E
215.3
9
N35^19’2
5"W
43.2
8
S44^54’1
7"E
245.0
1S44^54’1
7"E
245.0
1
S72^15’08"E84.83
S44^56’0
6"E
194.7
6
S44^56’0
6"E
194.7
6
S7^41’5
8"E
75.7
1
S18^37’1
4"W
56.4
2
S2^06’45"E
105.2
0
S27^56’0
3"W
53.6
0S
0^39’2
9"W
118.3
7
S83^35’00"E38.14
9.23 RW-AXLE
201.06 AXLE-COR
9.01 RW-AXLE
200.91 AXLE-COR
N87^11’48"W379.53
N82^54’42"W1292.47
9.87 EIP-R
W
218.02 REBAR-EIP
S85^41’46"E323.4
8
S10^15’3
9"E
100.0
0S
8^41’58"E
100.0
0S
7^15’5
1"E
100.0
0
S2^36’2
8"W
100.0
0
S12^46’4
1"W
100.0
0
S27
^33’
16"W
100.0
0
S36^3
9’44"W
100.0
0
S58^03’27"W
100.00S75^53’47"W
100.00
S80^12’33"W
100.00
S79^32’02"W
100.00
S84^33’20"W100.00
S86^32’08"W100.00
N84^06’53"W100.00
N81^29’15"W100.00
N76^14’31"W100.00
N72^00’17"W
300.00
N65^44’35"W
100.00
N63^34’0
9"W
100.0
0
N61^00’00"W
100.0
0
N69^16’19"W
100.0
0
N87^06’43"W100.00
S63^28’49"W
100.00
S20^48’4
5"W
106.8
0
EX
IST
ING
R/W
EX
IST
ING
R/W
40’
EX
IST
ING
R/W
EX
IST
ING
R/W
40’
JAMES O. HENDRICK
S19^52’0
2"E
200.00
S30^41’1
5"E
200.00
S46^19’0
7"E
200.0
0
S34^46’0
6"E
200.0
0
S32^06’39"E
318.6
5
EXISTING R/W
EXISTING R/W
60
’
S05^33’47"E
20
9.8
5’
S05^33’47"E
259.5
9’ R
W-C
OR
29
0.0
5’ R
R S
PIK
E-C
OR
60’ R/W
P
L
P
L
PL
PL
P
L
P
L
PL
PL
PL
P
LP
L
PL
PL
P L
P
L
P
L
P
L
PL
PL
P
L
PL
P
L
P
L
PL
P L
P L
PL
PL
PL
PL
PL
P
L
PL
PL
P
L
P
L
PL
P
L
PL
PL
PL
P
L
PL
PL
P L
P
L
P
L
P
L
PL
PL
P
L
PL
P
L
PL
PL
PL
PL
P L
P
L
P L
PL
PL
PL
P
L
P
L
PL
PL
PL
PL
PL
PL
P
L
P
L
P L
P L
PL
PL
P
L
P
L
PL
PL
PL
PL
PL
P
L
PL
PL
P
L
P
L
P L
PL
PL
PL
PL
PL
PL
P L
15
16
17
18
19
20
24
21
22
23
25
1
CHARLES A. HORN
WILLIAM JAMES HORN
MYRTLE ROBERTSON, HEIRS
PEARL HICKS WATSON
WILLIAM JAMES HORN
LOUISE HORN MARTIN
C. CLAY CABANISS
RONALD DAVID
LEDBETTER
CATHERINE
HENDREN COLE
ROBERT S.
LEDBETTER
C. CLAY CABANISS
C. CLAY CABANISS
CHARLES A. HORN
OLIVIA WITHROW
GARY ALSOBROOK
GARY ALSOBROOK
OLIVIA WITHROW
DEBBIE ANN WEBBER
INICE BROOKS
ELSIE LOGAN
OLIVIA WITHROW
FRANCES LEDFORD
FRANK THOMAS HANNAH
TORRANCE COMBS
CA
CA
CA
CA
CA
CA
CA
C
A
PDE
PD
E
PD
E
PDE PDE
PDE
PDE
PDE
PD
E
PD
E
PDE
PDE
PDE
PD
E
PDE PDE
PDE
PD
E
C
A
CA
C
A
C
A
C
A
C
A
C
A
CA
C
A
C
A
C
A
C
A
CA C
A
CA
CA
CA
C
A
C
A CA
CA
C
A
CA
C
AC
A CA
CACA
CA
CA
C
A
CA
CA
CA
C
A
C
AC
A
C
A
CA
C
A
C
A
CA
C
A
C
AC
ACA
C
A
CA
CA
C
AC
A
CA
C
A
CA
C
A
CA
C
A
C
A
CA
C
A
C
A
C
A
C
AC
A
CA
C
A
C
A
C
A
CA
C
A
C
A
CA
C
A
C
A
C
A
CA
C
A
C
A
C A
CA
CA
CA
CA
CA
C
AC
A
CA
CA
C
A
CA
CA
C
A
C
A
CA
CA
C
A
CA
GTS
EOS
EOS
EOS
6" S
TE
EL
6" S
TE
EL
6" S
TE
EL
6"
ST
EE
L
6" S
TE
EL
6" S
TE
EL
6" S
TE
EL
6" S
TE
EL
6" S
TE
EL
FARM TAP
FARM TAP
FARM TAP
FARM TAP
FARM TAP
6" P
VC
6" P
VC
6" P
VC
6"
PV
C
6" P
VC
6" P
VC
6"
PV
C
6" P
VC
6" P
VC
6" P
VC
2"
PV
C
GTS
EOS
EOS
EOS
6" S
TE
EL
6" S
TE
EL
6" S
TE
EL
6"
ST
EE
L
6" S
TE
EL
6" S
TE
EL
6" S
TE
EL
6" S
TE
EL
6" S
TE
EL
FARM TAP
FARM TAP
FARM TAP
FARM TAP
FARM TAP
6" P
VC
6" P
VC
6" P
VC
6"
PV
C
6"
PV
C
6" P
VC
6" P
VC
6" P
VC
6" P
VC
6" P
VC
2"
PV
C
18" C
ON
C
INV = 849.62’
INV = 850.44’
8’ X
12.7
’ OV
AL
CM
P
INV = 811.04’
INV = 811.44’
INV = 866.32’
INV = 864.64’
24" C
ON
C
18" CONCINV = 886.93’ INV = 886.25’
0.8’ CONC HW
0.8’ CONC HW
0.8’ CONC HW 18" CONCINV = 888.31’
INV = 886.40’
JUNK YARD
JUNK YARD
JUNK YARD
JUNK YARD
JUNK YARD
JUNK YARD
BRUSH
RUINS
RUINS
RUINS
BRUSH
JUNK YARD
JUNK YARD
HTR
HTR
HTR
15"CONC
HTR
S
12"CONC
W
2SBKD
S
2SFBUS
WD DK
WD DK
S
HTR
S
MTL
15"CONC
72"CHL
48" C
ON
C
W/LT
15"CONC
B
MTL
373
377
W/LT
W
CONC
W
MTL
36"CONC
48"CONC
S
18" C
ON
C
1SMTLBUS
1SBK
BUS
8’ X 13’ OVAL CMP
CONC HW
CONC HW
1 S BR D
6’
WO
OD
PR
IVA
CY
FE
NC
EHTR
HT
R
HT
R
HTR
HTR
HTR
HTR
HTR
HTR
HTR
HTR
S
WOOD DECK
WO
OD
DECK
1 S F D
HT
R(A
BA
ND
ON
ED
)
12" PLASTIC
18" RCPCONC HW
18" RCP
18" CMP
RUINS
RUINS
RUINS
RUINS
GREENHOUSE
W/LT
CONC
CONC
CO
NC
W/LT
CO
NC
CO
NC
12" PLASTIC
12" CO
NC
1SBK
D
W
W/LT
96" CHL/3SBW
96" C
HL
/3S
BW
96" CH
L/3S
BW
96" CH
L/3
SBW
96" CHL/3SBW
CONC
CO
NC
CO
NC
96" CHL/3SBW
CONC
30" CONC
ISBK
12" C
ON
C
12" C
ON
C
12" C
ON
C
15" C
ON
C
1S
BK
DCO
NC
W/LT
S
S
S
CONC
2SB
K
CH
UR
CH
15" C
ON
C
CE
ME
TE
RY
1SFD
1S
FD
1SFD
ABAND
2SFD
ABA
ND
W/LT
1SB
KD15" C
ON
C
15" CO
NC
12" C
ON
C
2SBK
D
W
30" CO
NC
1SFD
1SF POULTRY HOUSE
W
S
B
MTL
323
314
W
36" CO
NC
BST
MTL
4SBW
4SB
W
4SBW
4S
BW
MTL
15" CO
NC
18" CO
NC
W/LT
W/LT
10’ CONC
S
S
15" C
ON
C15" C
ON
C
W/LT
W/LT
24" C
ON
C
18" CONC0.8’ CONC HW
0.8’ CONC HW
0.8’ CONC HW 18" CONC INV = 886.40’
30" CONC
W/LT
36" WD R
AIL
36" WD RAIL
48" CHL
48" C
HL
48" WD
12" C
MP
ISMTLBUS
1SBKBUS
FLAG
1SBK
BUS
72" CHL
60" W
D
60" W
IRE
/1S
BW
48" WIRE/1SBW
48" W
IRE
/1S
BW
1SBK
BUS
1SMTL
BUS
1S
MT
L B
US
1S
MT
L B
US
1SMTL BUS
W
RUINS
48" W
W/1
SB
W
48" WW/1SBW
48" W
W/1
SB
W
48" W
W/1
SB
W
CONCCONC
24" C
ON
C
5’CONC HW
5’CONC HW
W/LT
2SFD72"
CO
NC
12" C
ON
C
48
" C
ON
C
2SBKD
CONC
W/LT
2S
BK
D
W/L
T
W
12"C
ON
C
CO
NC
24" BKWALL B
K P
ATIO
GR
2SFB
KD
G
W
W/L
T
W
48" C
HL
WD
DK
S
2S
FD
G
72"C
HL
48" CONC
15" C
ON
C
G
S
CE
ME
TE
RY
S
S
48"CHL
2SBKD
12"
CO
NC
15"
CO
NC
15"
CO
NC
48"C
ON
C
2SBKD
WDDK
18"CONC
W/LT
15" CONC
15" CONC
72"W
W
S
MTLGATE
48"WW
&6SBW
S
HORSE CORRAL
60"
VIN
YL
RA
IL
60" V
INY
L R
AIL
60" V
INY
L R
AIL
HO
RSE CO
RRA
L
HO
RSE C
ORRA
L
60" V
INY
L R
AIL
60"
VIN
YL R
AIL
BK
4SELEC
48"W
W&
1SB
W
4SBW
48"WW
&2S
BW
4SBW
LT
CARPORT
S
72"BK
S
48"W
W&
1S
EL
EC
12"C
ON
C
MTL
GRATE
area u/c
area u/c
W/LT
MTLGATE
HTR
S
1SFD
W/LT
S
MT
LS
W/LT
S
1S
BUS
MTLGATE
CO
NC
W/LT
WD
DK
CO
NC
S
S
S
2S
FB
KD
15" CO
NC
W/LT
1SFD
1SFDABAND
S
60"B
LK
WA
LL
W/LT
W
36"CONC
2SBKCRISTIAN CHURCH
W/LT
W
G
U/C
24" CONC
24" CONC
18" CONC
60"WD R
AIL
60"W
D R
AIL
S
5SE
LE
C
3S
EL
EC
4SELEC
CO
NC
2SFD
60" BLK
WALL
W/LT
2SFD
W/LT
48"-60"
BL
K
WALL
RUINS
5SBW ELEC
4SBW
CONC
SAND BIN
SILO
FU
EL
TA
NK
S
S
S
W/LT
S
60"W
W&
2S
BW
60"W
W&
2SB
W
4S
EL
EC
S
48" BLK
WA
LL
5S
BW
EL
EC
5SBWELEC
210+
00
235+
00
240+
00
215+
00
220+
00
225+
00
230+
00
250+
00
255+
00
260+
00
265+
00
270+
00
275+
00
280+
00
285+
00
29
0+
00
295+
00
300+
00
305+
00
310+
00
315+
00
320+
00
325+
00
330+
00
335+
00
340+
00
345+
00
350+
00
365+
00
355+
00
360+
00
C
F
F
C
C
F
C
C
C
C
C
C
C
F
C
F
CF
C
F
C
FF
F
F
C
C
F
C
C
F
F
C
F
C
F
F
C
C
F
C
F
C
C
F
C
F
F
F
C
C
C
FFC
C
C
C
F
F
F
C
F
C
F
F
F
F
F
F
F
F
F
F
C
F
C
C
C
F
C
F
C
F
F
F
F
C
C
C
F
FC
C
F
F
F
C
C
C
C
C
CC
F
C
FC
C
C
F
F
C
F
F
C
F
C
C
F
C
F
F
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
F
F
F
F
F
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
C
FC
C
C
C
C
C
C
C
C
CF
C
F
F
C
F
C
F
C
F
CC
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
F
F
C
C
C
C
CC
C
C
C
C
C
C
C
C
C
C
C
F
F
FF
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F C
F
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
F
F
F
F
F
C
C
C
F
F
F
C
C
C
C
C
C
C
C
C
CC
C
C
CC
C
C
F
C
C
C
C
C
C
F
C
C
C
C
FF
C
C C
C C C
C
F
C
C
F
F
F
F
F
F
F
F
F
F
C
F
W-PIT
W-PIT
W-PIT
W-PIT
G-FARM
G-FARM
G-FARM
G-FARM
G-FARM
GTS
BLOW-OFF
4" STEEL
4" STEEL
4" STEEL
4" STEEL
4" STEEL
4" STEEL
6" STEEL
6" STEEL
4" S
TEEL
6" S
TEEL
6" S
TEEL
6" S
TE
EL
6" S
TE
EL
6" S
TE
EL
6" S
TE
EL
16" D
IP
16" D
IP
16" D
IP
16" D
IP
16" D
IP
16" D
IP
16" DIP
6" DIP
16" D
IP
16" DIP
16" DIP
16" DIP
12" DIP
6" PVC
6" PVC
6" PVC
6" PVC
6" PVC
6" PVC
6" PVC
6" PVC
6" PVC
EOS
EO
S
EOS
EOS
EO
S
EOS
EOS
DATUR
DATUR
DATUR
DATUR
DATUR
EOS
EOS
EOS
12" DIP
300+
00
305+
00
310+
00
315+
00
320+
00
325+
00
330+
00
335+
00
340+
00
345+
00
370+
00
375+
00
380+
00 385+00 3
90+
00
395+
00
400+
00
405+
00
END TIP PROJECT R-2707A
BEGIN TIP PROJECT R-2707B
-L- STA. 215+00.00
END TIP PROJECT R-2707B
BEGIN TIP PROJECT R-2707C
-L- STA. 353+23.01
MA
TC
HL
INE
RO
LL
1
MA
TC
HL
INE
RO
LL
3
TRAFFIC DIAGRAM
TRAFFIC DIAGRAM
FDPSEXIST. GROUND
GRADE
POINT2:1
VARIABLE
SLOPES
EXIST. GROUND
VARIABLE
SLOPES
* 2:1 MAX
EXIST. GROUND
EXIST. GROUND
CL NC 226 (POLKVILLE RD.)
(-Y1-) NC 226 (POLKVILLE RD.)
FDPS
TYPICAL SECTIONGRADE TO THIS LINE
4’
8’ VAR 24’ TO 40’
12’VAR 0’ TO
16’
12’
4’
8’ - 11’
Functional Class. = Freeway
Design Speed = 70 mph
Max. Superelev. = 0.08Functional Class. = Freeway
Design Speed = 70 mph
Max. Superelev. = 0.08
215+
00
395+
00
RICHARD E. HAMRICK
WILLIAM J. ROYSTON
THOMAS LEE HOWELL
FRANKLIN NURSEY, INC.
BARBARA JO MAUNEY
DAVID CABE WALL
ROSA M. JAMERSON, HEIRS
WILLIS M. CAMP
COLEMAN DOGGETT
CLEVELAND COUNTY
HERMAN DAVIS
ESKRIDGE GROVE BAPTIST CHURCH
MARTIN LARRY BORDERS
ESKRIDGE GROVE BAPTIST CHURCH
SAM D. BLACK
EARL O’NEAL MADDOX
LEONARD L. MCSWAIN, JR.
FIRST NATIONAL BANK OF SHELBY
OLIVIA WITHROW
FRANK TOMS, JR.
CAROLYN ESKRIDGE LAURY
MARTHA SEWELL
BEULAH LAND CHRISTIAN
FRANCES LEDFORD
OMAR MOLETTE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25 DESIGN PUBLIC HEARING MAP & OF
FIC
IA
L C
OR
RID
OR
MA
P
RO
LL
2 O
F 5
CL
EV
EL
AN
D C
OU
NT
Y
PR
OJE
CT
34
49
7.1
.1 (
R-2
70
7)
F.
A.
PR
OJE
CT
NH
F-7
4(1
4)
US
74
- S
HE
LB
Y B
YP
AS
S
DESIGN PUBLIC HEARING MAP & OFFICIAL CORRIDOR MAP
ROLL 2 OF 5
CLEVELAND COUNTY
PROJECT 34497.1.1 (R-2707)
F. A. PROJECT NHF-74(14)
US 74 - SHELBY BYPASS
DE
SIG
N P
UB
LIC
HE
AR
IN
G M
AP
& O
FF
IC
IA
L C
OR
RID
OR
MA
P
RO
LL
2 O
F 5
CL
EV
EL
AN
D C
OU
NT
Y
PR
OJE
CT
34
49
7.1
.1 (R
-27
07
)
F. A
. PR
OJE
CT
NH
F-7
4(1
4)
US
74
- S
HE
LB
Y B
YP
AS
S
DESIGN PUBLIC HEARING MAP & OFFICIAL CORRIDOR MAP
ROLL 2 OF 5
CLEVELAND COUNTY
PROJECT 34497.1.1 (R-2707)
F. A. PROJECT NHF-74(14)
US 74 - SHELBY BYPASS
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
PROPOSED EASEMENTS
FUTURE ROADWAY
EXISTING STRUCTURES, ISLAND, CURB
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
0000
0000
PROPOSED CONTROL OF ACCESSEXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
PL PROPERTY LINES
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
PROPOSED EASEMENTS
FUTURE ROADWAY
EXISTING STRUCTURES, ISLAND, CURB
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
0000
0000
PROPOSED CONTROL OF ACCESSEXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
PL PROPERTY LINES
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
PROPOSED EASEMENTS
FUTURE ROADWAY
EXISTING STRUCTURES, ISLAND, CURB
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
0000
0000
PROPOSED CONTROL OF ACCESSEXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
PL PROPERTY LINES
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
PROPOSED EASEMENTS
FUTURE ROADWAY
EXISTING STRUCTURES, ISLAND, CURB
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
0000
0000
PROPOSED CONTROL OF ACCESSEXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
PL PROPERTY LINES
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
PROPOSED EASEMENTS
FUTURE ROADWAY
EXISTING STRUCTURES, ISLAND, CURB
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
0000
0000
PROPOSED CONTROL OF ACCESSEXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
PL PROPERTY LINES
TRAFFIC SIGNALPOTENTIAL DWARF-FLOWERED HEARTLEAF SITES
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
PROPOSED EASEMENTS
FUTURE ROADWAY
EXISTING STRUCTURES, ISLAND, CURB
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
0000
0000
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
P
L PROPERTY LINES
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
PROPOSED EASEMENTS
FUTURE ROADWAY
EXISTING STRUCTURES, ISLAND, CURB
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
0000
0000
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
P
L PROPERTY LINES
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
PROPOSED EASEMENTS
FUTURE ROADWAY
EXISTING STRUCTURES, ISLAND, CURB
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
0000
0000
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
P
L PROPERTY LINES
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
PROPOSED EASEMENTS
FUTURE ROADWAY
EXISTING STRUCTURES, ISLAND, CURB
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
0000
0000
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
P
L PROPERTY LINES
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
PROPOSED EASEMENTS
FUTURE ROADWAY
EXISTING STRUCTURES, ISLAND, CURB
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
0000
0000
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
P
L PROPERTY LINESTRAFFIC SIGNAL
POTENTIAL DWARF-FLOWERED HEARTLEAF SITES
6:1 6:1
CL
0.020.04 0.02 0.08
6:16:1
6:1
EXIST. GROUND
EXIST. GROUND
0.020.08
6:1
EXIST. GROUND
EXIST. GROUND
0.040.02
(-L-) US 74 (Shelby Bypass)
-L-
GRADE
POINT2:1
VARIABLE
SLOPES
VARIABLE
SLOPES
* 2:1 MAX
0.020.02
PDPSPDPS
FDPS
GRADE
POINT
TYPICAL SECTION
FDPS FDPSFDPS
GRADE TO THIS LINE
24’46’24’
10’12’12’6’17’17’6’12’12’10’
12’
4’
12’ - 15’
4’ 4’4’
0.08 0.02 0.02
6:16:1 4:1
0.080.02
6:1
0.02
050100 100 200
1"=200’
050100 100 200
1"=200’
PROPOSED NOISE WALL
PROPOSED NOISE WALL
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
CSX
MIL
EPO
ST S
F 3
88
NSC MILEPOST SB 157
CHORD
CHORD
CHORD
SOIL
SOIL
SO
IL
SO
IL
SOIL
CONC
SO
IL
SO
IL
SR 1314 ARTEE RD 19’BST
GR
CONC
GR
SOIL
ME
TR
OL
INA
DR
20’B
ST
BST
81’ BST
GR
SO
IL
SOIL
SO
IL
SO
IL
SO
IL
SO
IL
GR
9’B
K
GRGR
GR
GR
GR
GR
GR
GR
GR
SO
IL
10’ C
ON
C
CONC
GR
GR
GR
CSX RR
GR
GR
GR
CO
NC
SR
1313 W
AS
HB
UR
N S
WIT
CH
RD
24’ B
ST
SR
1313 W
ASH
BU
RN
SW
ITC
H R
D 2
4’ B
ST
BST
BST
BST
GR
CONC
CS
X R
R
GR
21’ CONC
SO
IL
GRGR
GR
GR
GR
SO
IL
BST
SOIL
SOIL
24’S
OIL28’S
OIL
SOIL
SO
IL
SO
IL
SR 1314 ARTEE RD 19’ BST
BST
BST
GR
18’ CONC
SOIL
BST
BST
9’ CO
NC
24
" C
&G
19’ BST
SR
1313 W
ASH
BU
RN
SW
ITC
H R
D 2
4’ B
ST
SOIL
SO
IL
SO
IL
SO
IL
SOIL
SO
IL
SO
IL
SOIL
SOIL
SOIL
SO
IL
SOIL
SOIL
SOIL
BR
US
HY
CR
EE
K
BRU
SH
Y C
REEK
SOIL
GR
10’ CONC
9’ CONC
CONC
10’ CONC
10’ CONC
CON
C
10’ CO
NC
CO
NC
10’ CONC
SO
IL
BST
SOIL
10’ CONC
NC
226 P
OL
KV
IL
LE
RD
24’ B
ST
10’CONC
CONC
DESTINY LN GR
SOIL
SOIL
12’BST
20’
CO
NC
GR
SR 1343 CHATFIELD RD BST
SO
IL
DESTIN
Y LN
GR
NC
226 P
OL
KV
ILL
E R
D 24’
BST
NC
226 P
OL
KV
IL
LE
R
D 24’ B
ST
DESTINY LN GR
GR
GR
GR
GR
GR
SO
IL
GR
12’ CO
NC
13’C
ON
C
GR
SR 1850 METCALF RD 22’BST
GR
GR
GR
GR
SO
IL
SOIL
SOIL
12’CONC
RA
MP
DE
ST
IN
Y L
N G
R
SR
1850 M
ET
CA
LF
RD
22’B
ST
SR
1850 M
ET
CA
LF
RD
22’B
ST
SR 1850 METCA
LF RD 22’BST
15+00
20+00
25+00
30+00
35+00
25+
00
245+
00
20+
00
25+
00
30+00
15+
00
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
15+
00
15+
00
20+00
15+00
20+
00
15+00
20+00
N 3
9^ 58’ 0
2.9"
E
20+
00
15+00
10+
00
10+00
PRO
P. M
ON
OLIT
HIC
CO
NC
. ISL
AN
D
18’
C
C
C
10+00
15+00
20+
00
20+00
15+00
10+
00
5+
00
10+
00
5+00
25+00
30+00
5+00
10+
00
20+
00
20+00
15+
00
10+00
25+00
30+
00
5+
00
35+
00
40+00
45+00
15+
00
10+00
15+00
20+00
30+00
35+00
35+00
10
15
20
25
30
BRUSHY CREEK
TO
US
74
TO
PO
LK
VIL
LE
TO
WE
ST
ZIO
N C
HU
RC
H R
D.
-L- PROPOSED US 74 SHELBY BYPASS
-L- PROPOSED US 74 SHELBY BYPASS
-L- PROPOSED US 74 SHELBY BYPASS
CEMETERY
TO
WE
ST
ZIO
N C
HU
RC
H R
D.
320’
RIG
HT
OF
WA
Y 500’
RIG
HT
OF
WA
Y
POND
POND
FIRST BROAD RIVER
TO
US 7
4
BRU
SH
Y C
REEK
-Y1-
DE
TO
UR
46’ MEDIAN
46’ MEDIAN
100’
24’
24’
24’
24’
200’
100
200
500
1,100
1,200
2,400
1,000
1,400
2005
2025ADT
-Y7- (WASHBURN SWITCH RD.)
-L- (US 74)
2007
2025ADT
1680
2400
440
800
15780
22800
13280
19400
-L- (US 74)
6150
9300
5250
7500
880
1600
2140
3400
-Y1- (NC 226)
-Y7- S
R 1
313 (W
ASH
BU
RN
SW
ITCH
RD
.)
CSX RAIL ROAD
-Y2- SR 1314 (ARTEE RD.)
-Y1-
NC
226 (P
OL
KV
ILL
E R
D.)
-Y17- S
ER
VIC
E R
D. #
1
-Y2-
SR
1850 (M
ET
CA
LF R
D.)
C
A C
A C
A C
A C
A C
A C
A C
A C
A C
A
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