v v 43.00 +83.41 +33.19 +82.50 +31.36 +79.76 +31.68 +82.83 +33.37 40.66 40.90 +75.06 +27.55 +79.90 +17.49 +70.03 +22.55 41.96 +12.37 +64.94 42.75 +04.77 +55.79 PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION TYPE-III TYPE-III TYPE-III TYPE-III GRAU 350 GRAU 350 GRAU 350 GRAU 350 GRAU 350 AT-1 ATTENUATOR CAT-1 GRAU 350 CAT-1 GRAU 350 CAT-1 CAT-1 GRAU 350 GRAU 350 GRAU 350 GRAU 350 GRAU 350 B-77 B-77 GRAU 350 GRAU 350 GRAU 350 GRAU 350 GRAU 350 GRAU 350 GRAU 350 GRAU 350 GRAU 350 CAT-1 CAT-1 GRAU 350 GRAU 350 GRAU 350 GRAU 350 GRAU 350 GRAU 350 GRAU 350 GRAU 350 CAT-1 CAT-1 TES TES AT-1 GRAU 350 IMPACT ATTENUATOR PROP. CONC. MEDIAN BARRIER PROP. CONC. MEDIAN BARRIER CAT-1 +75 GRAU 350 +50 CAT-1 +25 GRAU 350 +25 GRAU 350 +00 CAT-1 +25 GRAU 350 +50 CAT-1 +22.79 PROPOSED GUARDRAIL PROPOSED GUARDRAIL PROPOSED GUARDRAIL PROPOSED GUARDRAIL PROPOSED GUARDRAIL PROPOSED GUARDRAIL PROPOSED GUARDRAIL PROPOSED CABLE GUARDRAIL PROPOSED CABLE GUARDRAILS PROPOSED CABLE GUARDRAIL CAT-1 +25 GRAU 350 +25 +10 +80 +90 PROP. CONC. MEDIAN BARRIER IMPACT ATTEN TYPE 350 SINGLE FACED CONC BARRIER PROP. GUARDRAIL TYPE B-77 IMPACT ATTEN TYPE 350 PROP. GUARDRAIL TYPE B-77 TYPE-III TYPE-III TYPE-III TYPE-III GRAU 350 +65 IMPACT ATTENUATOR PROP. DBL. FACE GR PROP. CL FENCE PROP. DBL. FACE GR IMPACT ATTEN TYPE 350 TYPE-III TYPE-III TYPE-III TYPE-III GRAU 350 +62.5 CAT-1 +60 PROP GR BARRIER W/2 TERM. SECTS. GRAU 350 +48.10 PROP. GUARDRAIL TYPE-III TYPE-III TYPE-III TYPE-III SC Sta. 856+32.36 TS Sta. 851+52.36 CS Sta. 865+45.64 ST Sta. 870+25.64 TS Sta. 876+03.26 SC Sta. 878+43.26 CS Sta. 884+20.00 ST Sta. 886+60.00 TS Sta. 906+37.53 SC Sta. 909+97.53 CS Sta. 921+19.14 ST Sta. 924+79.14 TS Sta. 931+69.38 SC Sta. 934+84.38 CS Sta. 940+06.40 ST Sta. 943+21.40 CS Sta. 42+80.47 ST Sta. 44+48.47 SC Sta. 37+20.05 TS Sta. 35+52.05 ST Sta. 31+19.33 CS Sta. 29+39.33 POT Sta. 10+00.00 -Y42- TS Sta. 11+60.00 SC Sta. 13+04.00 AXLE HELEN QUEEN JOHNSON EIP REBAR PROPERTY LINE = CENTERLINE BUFFALO CREEK PROPERTY LINE = CENTERLINE BUFFALO CREEK PROPERTY LINE = CENTERLINE BUFFALO CREEK PROPERTY LINE = CENTERLINE BUFFALO CREEK PROPERTY LINE = CENTERLINE BUFFALO CREEK 589.44 COR-COR EIP EIP EIP REBAR EIP EIP EIP EIP EIP REBAR EIP AXLE AXLE EIP REBAR EIP EIP REBAR EIP EIP REBAR BOLT EIP EIP R/W MON AXLE EIP EIP EIP EIP REBAR REBAR PK NAIL NAIL NAIL N23^04’22"E 694.25 R/W-EIP N44^10’49"E 272.38 EIP-REBAR N67^40’49"E 396.00 REBAR-COR N46^32’12"E 422.60 COR-COR N66^11’30"E 903.65 COR-COR S34^32’00"E 353.10 COR-EIP N78^55’54"E 5.36 EIP-R/W 398.65 R/W-COR N00^05’31"E 462.61 COR-COR N51^58’00"E 824.14 COR-EIP N68^53’55"E 1017.40 EIP-EIP N78^39’35"E 901.11 COR-COR S51^27’59"E EIP 312.87 COR-EIP S05^22’59"E 158.25 EIP-R/W N02^22’59"W 98.96 R/W-COR N85^33’16"E 301.76 COR-COR 41.86 R/W-COR N01^03’36"W 67.58 COR-COR N85^38’01"E 77.00 COR-COR N02^22’59"W 62.73 R/W-COR N25^57’50"W 53.71 COR-COR S40^22’10"E 303.91 EIP-EIP N52^38’36"E 421.30 COR-EIP N52^38’36"E 181.65 COR-COR N53^31’59"E 51.83 COR-COR N00^28’07"E 356.45 EIP-COR N56^25’22"E 5.08 EIP-EIP N56^38’13"E 190.89 EIP-EIP S67^18’38"E N25^04’20"E 0.73 EIP-R/W 150.06 R/W-REBAR S65^12’45"E S65^09’57"E 147.42 COR-REBAR 0.20 REBAR-R/W 149.76 R/W-COR N24^49’48"E 0.12 R/W-REBAR 150.26 REBAR-COR N24^49’48"E 400.69 COR-COR N24^49’48"E 100.17 COR-COR S68^48’58"E 149.89 R/W-COR N24^49’48"E 213.86 COR-R/W 0.26 R/W-EIP EXISTING R/W EXISTING R/W 60’ R/W EXISTING R/W EXISTING R/W PB 8 PG 89 N29^06’38"E 1.38 R/W-REBAR 358.87 REBAR-EIP S49^00’28"E 100.01 EIP-EIP N27^39’56"E 1118.60 EIP-COR N02^13’08"W 60.00 COR-COR S39^11’35"E 330.00 COR-COR S19^11’35"E 298.16 COR-COR S55^42’25"E 491.70 COR-COR S11^51’48"E 770.36 COR-COR N87^48’25"E 392.70 COR-COR N87^48’25"E 41.44 S05^48’25"W 709.50 COR-COR S20^41’35"E 74.30 COR-COR N75^48’25"E 627.38 COR-CREEK S39^11’35"E 297.00 COR-COR S68^56’35"E S09^26’35"E 250.81 COR-COR N50^56’35"W 280.50 COR-COR S82^11’35"E 185.61 COR-CREEK S15^47’23"E 328.01 S03^01’26"E 253.37 S28^18’41"E 159.63 S13^40’51"E 117.00 S02^21’35"E 128.02 S13^30’10"E 417.20 S25^40’16"W 164.51 S18^13’09"W 191.62 S05^16’15"W 114.75 S07^42’44"W 218.46 S02^33’15"E 96.20 N11^23’09"E 120.15 N34^03’34"E 219.22 N46^49’04"E 94.86 N53^18’36"E 102.98 N68^25’03"E 81.25 S81^36’46"E 36.38 S62^34’12"W S45^35’37"W 92.17 S29^46’33"W 293.71 S40^43’32"W 148.36 S50^58’09"W 204.46 S74^11’24"W 293.63 N46^51’57"W 531.77 CREEK-COR S69^22’09"E N07^04’52"W 427.58 COR-COR N82^57’39"E 203.36 COR-COR N30^40’38"E 447.43 COR-COR N30^40’38"E 276.25 NAIL-COR S56^25’29"E 414.98 NAIL-COR N43^21’38"E 140.64 COR-COR S46^01’52"E 616.26 COR-COR N78^58’08"E 173.79 R/W-COR S00^04’29"E 4.46 BOLT-R/W 224.76 R/W-R/W S21^37’03"W 42.34 EIP-EIP 3.86 EIP-R/W 32.09 EIP-R/W S00^40’29"W 183.87 R/W-COR S51^10’29"W 198.00 COR-COR S78^04’31"E S02^31’23"W 240.48 COR-COR S79^59’08"E 350.00 COR-COR S72^04’16"E 38.00 COR-COR S22^45’52"W 301.84 COR-COR S22^45’52"W 569.41 R/W-COR N23^50’44"E 571.00 COR-COR S71^32’06"E 167.30 COR-EIP 0.30 EIP-R/W S45^54’06"E 654.47 R/W-COR S30^24’37"W 27.14 R/W-EIP 250.00 EIP-COR S28^54’27"W 8.77 COR-COR S28^54’27"W S30^19’37"W 0.22 EIP-R/W 249.78 R/W-COR S27^29’20"W 798.27 COR-COR S61^28’24"E 202.13 COR-COR S61^28’24"E S61^28’24"E 202.17 COR-COR S28^04’59"W 1021.25 R/W-COR S27^59’56"W 1.15 R/W-EIP 993.66 EIP-COR S27^54’36"W 2.59 REBAR-R/W 968.36 R/W-COR S61^29’41"E 65.00 COR-COR S01^35’58"E 446.87 COR-COR N01^35’58"W 266.22 COR-CREEK S41^52’51"W 1101.25 R/W-COR 10.51 S25^42’24"E S25^42’24"E 74.75 REBAR-EIP S16^34’33"W 68.39 EIP-EIP S46^20’20"E 65.22 CREEK-REBAR 150.75 S62^34’12"W 214.50 EIP-REBAR S21^41’19"E S21^41’19"E 84.53 COR-COR S83^17’29"W 120.98 REBAR-COR 3.00 R/W-REBAR S48^08’40"W 365.00 COR-COR S37^27’40"W 790.73 COR-COR S42^55’20"E 125.00 COR-COR S62^10’39"E 211.64 COR-COR S88^42’10"E 228.41 COR-COR N77^47’25"E 730.67 COR-COR S02^53’26"W 10.34 COR-COR S29^48’53"E 179.08 COR-COR S81^38’39"E 576.43 NAIL-COR S11^31’07"W 336.97 R/W-COR 200’ R/W (100’ EACH SIDE OF CENTERLINE) PER STATE PROJECT 8238 EXISTING R/W EXISTING R/W 200’ R/W (100’ EACH SIDE OF CENTERLINE) PER STATE PROJECT 8238 CHORD CHORD CHORD CHORD EXISTING R/W 60’ R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W 40’ R/W (20’ EACH SIDE OF CENTERLINE) EXISTING R/W 50’ R/W (20’ EAST OF CENTERLINE) (30’ WEST OF CENTERLINE) CITY OF SHELBY SATELLITE CORPORATE LIMITS (PB 19 PG 147) N55^45’11"E 825.00 S13^27’01"W 1782.00 S43^05’35"E 858.36 S28^54’27"W 41.45 777.18 234.19 NAIL-COR 91.01 COR-COR N05^37’08"E S82^45’52"E N78^58’08"E 156.08 COR-R/W S20^56’52"E 221.28 R/W-COR EXISTING R/W EXISTING R/W 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 L P L L P L P L P L P L P L P L P L P L P L P L L P 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 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 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 L P L P L P L P L P L P L P L PHILLIP R. RUCKER & WF. CAROLYN W. RUCKER JOSEPH NEWTON CRAVER II & ADELAIDE AUSTELL CRAVER JOSEPH NEWTON CRAVER II & ADELAIDE AUSTELL CRAVER JOSEPH NEWTON CRAVER II & ADELAIDE AUSTELL CRAVER JUANITA P. BURNS F. DON MELTON & WF. VICKY C. MELTON BYRON L. RIPPY & WF. SUE L. RIPPY JUANITA P. BURNS LAVENDER, INC. JULES D. JOHNSON & WF. LINDA JOHNSON J.D. JOHNSON JEAN LINEBERGER J.A. INJEJIKIAN JULES D. JOHNSON & WF. LINDA JOHNSON J.A. INJEJIKIAN HOEY MEMORIAL UNITED METHODIST CHURCH JAMES E. PARKER JOHN W. BEHELER & WF. FRANCES M. BEHELER VERLEE ROBERTS MASK & HUS. GATHA MASK ALLIE ALDRICH FLEMING THE CAROLINA CONFERENCE ASSOCIATION OF SEVENTH DAY ADVENTIST, INC. SHELBY MOOSE LODGE#427, INC. ASPHALT PAVING OF SHELBY, INC. ROBERT E. LEE & WF. GERALDINE H. LEE MARY H. CORNWELL RONALD L. KING ROBERT L. TRICE & WF. LISA V. TRICE DAVID WAYNE ALLEN DAVID WAYNE ALLEN 3 4 5 6 7 9 10 11 12 13 8 14 15 16 2 1 R W R W +25 220’ +40 220’ +40 180’ 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 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 A C C 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 C A C A C A C A C A C A C A C A 18" RCP 18" RCP 18" RCP HW 18" RCP 18" RCP 15" RCP HW POSSIBLE JB 18" RCP 18" RCP 18" RCP 18" RCP 18" RCP 18" CMP 18" CONC 18" CONC 18" CONC 42" CONC 42" CONC 24" CONC 24" CONC 24" CONC 18" CONC 18" CONC 15" CONC 15" CONC 15" CONC 30" CONC 30" CONC 30" CONC DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI 24" CONC 15" CONC 15" CMP 24" CONC 15" CONC 15" CONC 18" CONC 15" CONC 15" CONC 18" CONC 15" CONC 42" CMP 18" CONC 18" CONC 2-4" CPP UNKNOWN LOCATION 15" CONC 18" CONC 18" CONC 18" CONC 18" CONC HW DI 18" CONC 18" CONC 2-4" CPP W/HOOD DI W/HOOD DI W/HOOD DI W/HOOD DI W/HOOD STRUCTURE ABANDONED 18" CONC HW HW DI DI DI DI DI DI DI 18" CONC 18" CONC 15" CONC 15" CONC 15" CONC 15" CONC 15" CMP 15" CONC 15" CONC POSSIBLE 15" CONC 15" CONC DI DI W/HOOD DI W/HOOD 1-2X2 BARREL 30" RCP 30" RCP 18" CONC 30" CONC HW HW HW 12" CPP 15" CPP 42" CONC HW 18" CMP 24" CONC DI 18" CONC 18" CMP DI DI DI DI DI DI DI DI DI DI DI DI 18" RCP 18" CONC 18" CMP 42" CONC 48" CMP HW 18" CMP 18" CONC POSSIBLE JB DI HW 24" CONC 24" CONC 6" IP STL 6" PVC FARM TAP STUB 6" PVC 3" PVC 4" IP STL 6" PVC STUB 16" CI EOI EOI EOI EOI EOI EOI EOI EOI EOI EOI EOI STUB 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC STUB BLOW OFF SLICK BOX METER 36" WW 36" WW & 1SBW 48" WW & 7SBW AREA U/C AREA U/C AREA U/C 18" CONC 18" CONC 18" CMP DI DI CONC CONC 18" CONC CONC DI DI 18" CONC 18" CONC 15" CONC CONC FES 15" CONC FLOW CONC FES 18" PLASTIC CB DI 24" CMP 24" CMP CONC CONC DI 18" PLASTIC CB 15" CONC 18" CONC CONC CONC DI 15" CONC 24" CONC 18" CONC 18" CONC 18" CONC CONC DI DI 18" CONC 18" CONC CONC DI 18" CONC 18" CONC 18" CMP CONC DI DI DI DI 18" CMP 18" CMP 48" CONC 48" CONC DI 2SBKD 36" CONC 18" CMP 2SBKD 72" CHL 72" CHL 72" CHL W/LT CONC 2SBKD 48" BLK WALL W/LT 15" CONC MTL MTL MTL MTL W/LT MTL MTL MTL S S CONC 72" CHL & 3SBW CONC CONC 15" CONC 1SF BUS W/LT W/LT W 18" CONC 18" CONC S S S S W/LT W/LT 1SBK BUS 15" CONC 15" CONC W/LT CONC 60" CONC 36" CONC 36" CONC 2SBK METHODIST CHURCH 15" CONC W/LT 1SBKD 1SFD W/LT 2SBKD WD DK G 12" CMP 48" CHL 12" PLASTIC BST W/LT 48" CONC W/LT W/LT 2SFD ABAND 15" CONC 15" CONC HTR S WALL 18" CONC PLANTER 2SBKD 18" CMP GARDEN 60" WW DK HTR S S W W/LT 48" CHL 1SBKD CANOPY B S S MTL BUS MTL BUS CONC W 48" CONC 96" BLK WALL CAR PORT S 36" CONC 36" CONC DEBRIS PILE DEBRIS PILE DEBRIS PILE DEBRIS PILE TR GATE CAR S 2’x4’ CONC HW GATE BUS 2’x4’ CONC HW 1SBK CHURCH 60" CONC 60" CONC S 2’x4’ CONC HW FUEL TANK 2’x4’ CONC HW S S W/LT W/LT W/LT W/LT DI 1SMTL BK CONC 10’ BLK WALL 36"WD RAIL HTR CANOPY DI S 15" CONC TR BUS S W/LT W/LT 15" CONC HTR HTR HTR 1SBKD CONC 98" CHL S CONC 15" CONC 12" CMP G CONC 48" BK WALL DI GATE W/LT 48" CHL 48" CHL S 1SBKD 15" CONC 72" WROUGHT IRON 15" RCP W/LT W/LT W/LT W/LT WALL WALL 48" CHL S S S CEMETARY CEMETARY 10’ BLK WALL DI AREA U/C AREA U/C 74 74 74 74 74 74 60" CHL & 2SBW ISBK BUS HW 18" CMP 18" CONC POSSIBLE JB 72" CHL & 3SBW 36" WD RAIL 24" CMP 12" CONC 15" CONC 18" CONC 18" CONC WEIGHT SCALE 60" CHL & 3SBW 60" CHL & 3SBW CONC MEMORIAL DI DI 1SFD 6SBW 6SBW 48" WW & 1SBW 72" WW 72" WW BUS 48" WW & 1SBW W/LT 48" WW & 1SBW 12" CMP 2SFD W 1SBKD 12" CMP 2SFD 1SFD 48" WW 48" WW S W W W 1SFD MTL 2SBKD 2SBKD HTR 12" CMP S G HTR S 48" CHL HTR 60" CHL 60" WW 48" BST RIP RAP 24" CONC 15" CONC 18" CMP 12" CMP 6" BST CURB S 48" CONC WD DK 48" CONC 48" CONC S S MTL GATE 15" CONC QUARRY MTL GATE DI 48" CONC 15" CONC GATE 48" WD RAIL MTL GATE 48" WW 48" WW VINEYARD 15" CONC BST 48" CONC LT 60" WD SIG LT SIG LT SIG LT GUY MTL MTL GATE W/LT G 36" WD 42" CONC 18" CONC 42" CONC CONC 18" CONC 42" CONC 4’x8’ CONC Logged Area Logged Area 18" CMP FES FES 42" CONC HW 18" CONC 12" PVC 15" PVC HW HW S W 48" WW B S G S HTR 72" CHL & 3SBW 72" CHL & 3SBW 2SFD G B S MTL 2SFD S HTR 15" CONC S S W/LT S W/LT S BUS S 1SFD GREEN HOUSES W 1SFD 1SBKD S 1SBKD 15" CONC 15" CONC 1SFD S W/LT W/LT W HTR 4SBW 4SBW 4SBW W W/LT S 1SBKD 15" CMP 15" CONC 15" CONC 12" CONC BUS S W/LT W/LT CONC 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW S G 18" CMP W AREA W/LT W/LT W/LT W/LT S DK WD DK S DI 36" CONC B B MTL GATE 12" BLK WALL S S CONC WD DK WD MTL GATE 48" CONC WD DK S W DI DI CONC S DI HTR S S 4S ELEC 4SBW 4SBW 6SBW 6SBW 6SBW 6SBW 1SFD MTL CARPORT HTR HTR HTR HTR HTR HTR HTR HTR S 1SFD 24" CONC 8" CMP WD DK CONC 18" CONC 30" CONC DI DI DI DI DI DI DI 18" CONC 15" CONC 15" CONC 15" CONC POSSIBLE 15" CONC 18" CONC 15" CONC POSSIBLE JB 18" CONC 18" CONC 18" CONC 30" CONC 30" CONC HW HW HW HW DI HW HW HW HTR HTR 48" WW 6S ELEC 48" WD RAIL 15" CMP HTR 48" WW W/LT 48" CHL 48" CHL 6SBW S 6SBW HTR 4SBW 24" CMP W/LT W/LT W/LT W/LT BUS BUS S W/LT W/LT W/LT W/LT 1SBKD 15" CONC 15" CONC 60" CHL G 2SBKD 48" WW S 60" CHL G S 2SFD 60" CHL 12" CONC 1SBKD W 48" CHL 48" CHL 48" CHL 48" CHL 48" CHL 1SBKD HTR 1SFD 1SFD 1SFD S S W G 12" CONC W/LT W W 1SFD BUS BUS S 60" CHL & 3SBW 60" CHL & 3SBW 48" CHL 60" CHL & 3SBW 72" CHL & 3SBW 1SMTL & BLK BUS 1SFD W/LT 6SBW S W S 1SBKD 48" WW 7SBW 7SBW HTR HTR HTR S 60" CHL & 3SBW 60" CHL & 3SBW 60" CHL & 3SBW HTR HTR HTR HTR HTR BUS W/LT W/LT W/LT 18" CMP W B B 48" WD RAIL 48" WD RAIL 6SBW 3SBW 3SBW 3SBW 3SBW S BUS BUS S W/LT W/LT W/LT W/LT 72" CHL & 3SBW 1SBKD S 1SFD G 1SBKD 2SBKD W/LT 48" WW 18" CONC 15" CONC MTL 18" CONC 18" CONC 18" CONC 18" CONC 18" CONC 18" CMP 15" CONC 15" CONC 15" CONC 15" CONC 6" CONC 12" CONC 15" CMP 1SFD 15" CONC 15" CONC 48" WW 48" CHL DI S GATE DI DI MTL CANOPY GATE HTR DI DI CONC 48" CONC 48" CONC DI DI MTL CAR PORT DI GUY GATE S 4SBW 4SBW 4SBW S GATE 36" CONC DK 48" CONC 48" CONC DI BW 4SBW S S 2X2 CONC MTL GATE MTL GATE MTL GATE W/LT W/LT 6" CONC RIP RAP MTL GATE 48" WD 12" CONC WD DK 24" CONC 24" CONC 24" CONC 18" CONC 15" CONC 15" CONC 15" CONC 30" CONC 30" CONC 30" CONC DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI 24" CONC 15" CONC 15" CMP 24" CONC 18" CONC 18" CONC 42" CMP 18" CONC 18" CONC HW 18" CONC 2-4" PVC HW W 48" WD RAIL 48" WD RAIL 48" WD RAIL 48" WW & 1SBW MTL 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 1SFD S 48" CHL 48" CHL W 12" IRON 48" WD RAIL 15" CMP W/LT 1SBKD W 48" WW & 3SBW MTL MTL 18"CONC 15"CONC 15"CONC 15"CONC 15"CONC 18" CONC 18" CONC DI 15" CONC 18" CONC DI S DI 48" CONC 48" CONC CANOPY 48" CONC 36" CONC DK S S S ANTENNA FLAG POLE 1SFD 18" CONC 18" CONC 18" CONC 42" CONC 42" CONC DI DI DI DI 2-4" PVC DI HW W/LT W/LT W/LT W/LT S S 1SFD 1SFD 48" WD RAIL 2SFD G 1SFD W/LT 1SBKD 15" CMP W/LT HTR 1SBKD 18" CONC 18" CONC 18" CONC 15" CONC 48" WW & 1SBW 48" WW & 1SBW 30" C&G MTL 48" WW & 1SBW WD 36" CONC 15" CONC 15" CONC 48" CONC 6" STEEL 12" CMP 18" CMP DI 48" BK DI W/LT 15’ CONC CMP AT THIS END 0.8’ CONC HW 0.8’ CONC HW 42" CONC 0.8’ CONC HW 18" CONC 42" CONC CONC 18" CONC 4.0’ X 8.4’ SINGLE BARREL CE1 DIRECTION APPROXIMATE DESTINATION UNKNOWN FLOW FLOW HW 1.5’ CONC WW 0.8’ CONC 42" CONC DESTINATION UNKNOWN CUL1 CUL2 0.8’ CONC HW 18" CONC 18" CONC 18" CMP DI DI CONC CONC 18" CONC CONC DI 0.8’ CONC HW DI 18" CONC 15" CONC CONC FES 18" CONC FLOW FLOW 18" PLASTIC CB DI 24" CMP 18" CONC 24" CMP DESTINATION UNKNOWN UNDER FILL PILE CONC CONC CB DI 18" PLASTIC CB 1.0’ BRICK HW 15" CONC 18" CONC 24" CONC 18" CONC CONC CONC DI 15" CONC 12" CONC HW 24" CONC 18" CONC 18" CONC 18" CONC CONC CONC 18" CONC DI DI 18" CONC 18" CONC 0.8’ CONC HW CONC DI 18" CONC 18" CONC 18" CMP CONC CONC DI DI LOCATION APPROXIMATE DI DI 24" CONC 18" CMP 18" CMP 48" CONC 1.0’ CONC HW DI 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 F F F F F 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 C C C C C C C C C C F C F C F C C C C C C C C C C C C C 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 C C C C C C C C C C C C F F F C C C C C C F F F C F F F F F C C C C C C F F F F F F F F F F F C F F F F F F F F F F F F F C C F C C C C C C C C C C C C C C C C C C C C F F C C C C C F F F F F C C C C C C C C C C C C F F F F F F C C C C C F F F C C C C C C C C C C C C C F F F F F F F F C C C C F F 6" STL 2" STL 6" STL SIGN POWER JB EOI LT 6" STL 6" STL GTS 6" STL 6" STL 6" STL 6" STL 6" STL GTS 2" PVC 6" PVC 2" PVC SWITCH POWER METER POWER METER 6" PVC 2" PVC 6" PVC 6" PVC 2" PVC 2" PVC 6" PVC 6" STL EOI EOI 6" STL POWER METER & SIGN 6" STL 6" STL SIGN GROUND LT GROUND LT 6" STL 6" STL FARM TAP FARM TAP 6" STL FARM TAP FARM TAP 6" STL 6" STL 880+00 860+00 865+00 870+00 875+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00 920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00 960+00 965+00 970+00 975+00 980+00 985+00 990+00 855+00 785+0 790+00 795+00 800+00 805+00 810+00 815+00 820+00 825+00 830+00 835+00 840+00 845+00 850+00 F C F C F C F C F C F C F C F C F C F C F C F F F F F F F F F F F F F F F F F C F C F C C C C C C C C C C F F C F C F C C F C F C F C C F C C F F C F C C C C C C C C C C C C C C C C C C C C C C F C F C F F C F C F C F C C C C F F F F F C F C C F C F F C C F F F C C C F C C C C F C F C F C C F F F F F F C F C F C C F C C C C C C C C C C C C C C C C C C C C C F C C F F F F F F F F F F C F C F C F C F C F C F C F C F C F C F C F C C C F C F C F C F C F C F C C C F C F C F C F C F C F C F C F C F C F C F C F C F C F C F C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C F F F F F C F C C C C C F C C C C C C C C C F C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C F C C C C C F C F C F F C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C F C C C C C C C C C C C C C C C C C C C C C F C F F F F F F F F F F F C C F F F F C 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 F F F F F F F F F F F F 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 C C C C C C C C F C C C F C C C F C F F F F F F F F F F F F C F C C C C C C C C F C F F F F F F F C C C 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 F C C C F F C F C F C F C F C F C F C C C C C C C C C C C F F F C C C C C C F C F C C C C C C F F C F C C C C C C C C C C C C C C C C C C F C F C C F F F C C C 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 C F C C C C C C C C C C C C C C F C C C F F C 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 C F C C C C C C C C C C F C F F C F C C C C C C C C C C F C F F F F F F F F F C C C C C C F C F C C C C C C C C C C C C C C C C C C C C C C C C C F C F C F C F C F C F C C C C C C C C C C C C C F C F C C C C C C C C C C C C C C C C C C F C F C F C C F C F C C F C F C C C F C C C F C C C C C C C C C F F F F F F F F F F F F F C F C F C F C F C F C F F F F C F C F F F F F F F C F F F C F C F C F C F C F C F C F C C C C C C C C C C C C C F C F C F C F C F C F C F C C C F C F C F C F C F C F C F C F C F C C F C C C C C C C C F F F F F F F F C F C C C C C C C C C C C C C F C C C C C F C F C F F F C F C F F F C F C F C F C F C F C F C F C F C F C F C F C F C F C 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 F F F F F F F F F F F F C F C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C F C F F F F F F F F C C F F F F F F C F F C C C RW MON SOLIDIRON RW MON EIP REBAR CM REBAR EIP REBAR REBAR REBAR REBAR RRSPIKE REBAR REBAR CM REBAR REBAR REBAR EIP RW MON NAIL EIP NAIL REBAR REBAR AXLE RW MON REBAR EIP RW MON REBAR REBAR EIP REBAR EIP EIP EIP REBAR AXLE AXLE EIP EIP REBAR REBAR EIP REBAR EIP REBAR CM RW MON RW MON REBAR RW MON RW MON EIP EIP EIP REBAR EIP REBAR REBAR AXLE AXLE RW MON RW MON RW MON RW MON RW MON RW MON RW MON CM RW MON RW MON RW MON RW MON RW MON RW MON EIP EIP EIP EIP EIP EIP RW MON EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP RIGHT-OF-WAY DB 1242 PG 2230 JOHNNIE MAE L. HARMON RONNIE DEAN LEONHARDT RAY HOYT DURHAM REBAR S83^17’29"W S21^41’19"E 84.53’ COR-COR S48^08’40"W S37^27’40"W N42^55’20"W N62^10’39"W N88^49’36"W S50^58’09"W PROPERTY LINE = CENTERLINE BUFFALO CREEK S40^43’32"W S29^46’33"W S45^35’37"W 92.17’ S62^34’12"W 10.51’ S62^34’12"W PROPERTY LINE = CENTERLINE BUFFALO CREEK REBAR S25^42’24"E 65.22’ CREEK-REBAR EIP 74.75’ REBAR-EIP S25^42’24"E S16^34’33"W 68.39’ EIP-EIP EIP S46^20’20"E REBAR S21^41’19"E 20.97’ REBAR-COR CITY OF SHELBY SATELLITE CORPORATE LIMITS (PB 19 PG 147) S81^36’46"E 36.38’ N68^25’03"E 81.25’ N53^18’36"E PROPERTY LINE = CENTERLINE BUFFALO CREEK N46^49’04"E 94.86’ N34^03’34"E N11^23’09"E 96.20’ S02^33’15"E EXISTING R/W EXISTING R/W CHORD CHORD CHORD EIP EIP PK NAIL EIP EIP CHORD CHORD 197.75’ COR-COR 211.64’ COR-COR 125.00’ COR-COR 790.73’ COR-COR 365.00’ COR-COR 204.46’ 148.36’ 293.71’ 150.75’ 214.50’ EIP-REBAR 6.29’ R/W-REBAR 120.98’ REBAR-COR 102.98’ 219.22’ 120.15’ NAIL N07^04’52"W 427.58’ N78^58’08"E 172.46’ R/W-COR S46^01’52"E 323.04’ COR-R/W N82^57’40"E 203.36’ N30^40’38"E 447.43’ N05^37’08"E 198.95’ R/W-COR 234.19’ NAIL-COR S82^45’51"E 91.01’ S56^25’29"E 229.68’ N30^40’38"E 245.86’ R/W-COR 276.25’ NAIL-COR N43^21’15"E 446.43’ R/W-COR 477.22’ EIP-COR N09^38’06"W 22.16’ N44^40’26"E N08^34’11"W 354.09’ R/W-COR 394.60’ EIP-COR N08^33’39"W 231.88’ N07^03’42"W 446.32’ N07^03’41"W 152.83’ S56^26’05"E 564.31’ N33^24’34"E 165.68’ R/W-COR 190.48’ IRON-COR N34^24’12"E 201.77’ COR-COR N00^03’37"W 475.97’ N33^55’14"E 133.00’ 176.50’ N11^05’46"E 233.00’ R/W-COR N11^13’42"E 268.13’ COR-COR 191.64’ R/W-COR N29^18’55"E N29^18’55"E 215.74’ R/W-COR 30’ STREET DB 1210 PG 2286 N17^57’26"E 222.45’ R/W-COR N17^57’26"E 215.77’ R/W-COR 258.33’ EIP-COR 191.79’ R/W-COR N17^57’26"E 30.55’ 191.00’ N23^32’02"E 187.74’ R/W-COR N42^54’50"E 123.38’ R/W-COR 128.00’ COR-CEDAR CEDAR TREE N42^55’35"E 104.26’ R/W-CEDAR 97.37’ REBAR-CEDAR N47^08’03"E 553.30’ CEDAR-REBAR N42^32’01"E 93.31’ RW-REBAR 93.50’ REBAR-REBAR N47^11’01"E 349.20’ REBAR-COR N32^33’13"E 438.79’ R/W-COR 345.72’ N47^11’01"E 215.39’ COR-REBAR S57^37’52"E 51.66’ REBAR-REBAR S57^09’58"E 437.11’ REBAR-COR 430.11’ REBAR-EIP N47^18’41"E 539.63’ REBAR-EIP 135.59’ R/W-COR N03^31’23"E 43.66’ R/W-COR S74^41’28"E S74^41’28"E N03^31’23"E 134.83’ R/W-COR N03^31’23"E 647.12’ COR-COR N03^50’13"E 593.68’ COR-EIP N04^09’58"E 1221.28’ R/W-EIP N17^57’26"E 886.00’ N73^04’21"E 167.50’ S54^35’30"E 573.09’ S54^35’30"E 226.91’ COR-EIP S54^44’09"E 66.13’ EIP-EIP S54^34’17"E 467.19’ EIP-EIP S54^12’14"E 559.78’ EIP-COR S54^12’14"E 363.00’ COR-COR N04^02’04"E 167.98’ R/W-EIP 219.85’ IRON-EIP N04^02’04"E 522.32’ EIP-COR N04^02’05"E 67.39’ S84^31’51"E 361.14’ S84^31’51"E 103.72’ N05^28’09"E 80.73’ N08^14’09"W 534.67’ R/W-COR 537.67’ REBAR-COR N72^10’55"E 187.15’ N02^14’26"W 185.43’ R/W-COR S86^17’31"W 154.88’ N33^32’28"W 104.96’ N30^56’46"W 96.57’ N32^45’48"W 78.97’ N36^02’22"W 211.68’ N71^55’17"E 704.88’ COR-COR N71^55’17"E 739.02’ COR-IRON N69^24’30"E 808.50’ COR-COR N30^00’30"W 1494.41’ COR-COR N69^56’30"E 916.49’ N30^00’30"W 533.97’ COR-COR N47^59’30"E 1143.17’ S42^00’29"E 593.95’ S29^46’07"W 63.25’ S37^40’47"E 528.00’ S50^10’47"E 115.50’ S03^10’47"E 346.50’ N68^49’13"E 617.49’ R/W-COR S16^51’23"E 660.00’ 462.00’ S19^21’23"E 176.88’ S03^21’23"E 364.32’ N44^38’37"E 157.08’ COR-COR S46^36’04"W 148.66’ R/W-COR S49^12’39"E S36^38’21"W 138.60’ R/W-REBAR (TOTAL) 136.25’ (REBAR-REBAR) N36^38’03"E 294.05’ R/W-COR N06^57’32"W N07^52’44"W 290.04’ R/W-COR 212.05’ R/W-COR N36^38’03"E 103.30’ N36^38’03"E 143.39’ COR-REBAR N11^42’23"E 142.82’ R/W-REBAR 140.91’ REBAR-REBAR S88^02’50"E 101.76’ REBAR-R/W 39.91’ AXLE-REBAR N15^21’45"E 80.19’ AXLE-EIP S87^58’05"E 139.26’ EIP-R/W S87^09’05"E 193.32’ R/W-COR N06^34’01"E 130.00’ AXLE-COR S82^47’25"E 101.87’ R/W-EIP 110.04’ EIP-EIP S82^11’05"E 90.93’ EIP-AXLE N05^57’01"E 122.81’ EIP-EIP S78^10’57"E 112.31’ EIP-EIP N05^51’42"E 65.00’ COR-EIP N05^51’42"E 65.00’ COR-COR S84^52’52"E 140.21’ COR-EIP 150.21’ EIP-EIP N05^59’12"E N06^06’42"E 178.39’ R/W-COR 189.73’ R/W-EIP S86^56’29"E 24.88’ EIP-REBAR S86^07’39"E 150.36’ REBAR-REBAR N35^58’04"E 291.83’ R/W-REBAR 291.24’ REBAR-REBAR N01^14’04"E 208.98’ REBAR-COR S86^57’30"E 537.80’ N51^38’00"E 699.92’ R/W-COR N24^02’49"E 28.99’ R/W-R/W 29.11’ AXLE-R/W (TOTAL) 152.26’ AXLE-EIP N03^28’38"E 235.46’ R/W-R/W 235.38’ AXLE-R/W (TOTAL) N03^29’11"W 306.20’ R/W-R/W 402.77’ R/W-EIP (TOTAL) N03^46’15"E 515.75’ RW MON-COR N00^55’25"W 253.07’ COR-R/W N75^45’03"E 100.00’ N14^13’50"W 100.25’ N76^11’10"E 200.00’ N14^13’50"W 618.11’ R/W-COR 618.25’ CM-COR N03^50’50"W 139.75’ N78^04’10"E 256.19’ N79^26’10"E 100.00’ N82^52’10"E 100.00’ N86^26’11"E 100.00’ S38^55’50"E 95.33’ N12^37’31"E 617.63’ N60^53’10"E 339.78’ R/W-COR 340.02’ CM-COR 86.63’ COR-R/W N08^49’47"W 368.24’ R/W-COR 440.78’ NAIL-COR N74^22’59"E 247.96’ S60^18’10"E 92.63’ S76^02’02"E N13^38’45"W 112.54’ R/W-REBAR 185.56’ NAIL-REBAR N40^10’02"W 114.95’ REBAR-COR N24^57’39"W 47.04’ N24^49’00"W 812.12’ N05^34’10"W 320.08’ N22^07’37"E 356.57’ N46^21’26"W 575.63’ N11^45’08"W 627.02’ REBAR-COR N78^16’30"E 148.41’ COR-EIP N11^47’22"W 153.39’ R/W-COR N11^42’42"W 153.40’ R/W-EIP N11^33’31"W N11^31’03"W N78^28’26"E 209.62’ N11^35’46"W N11^35’03"W 149.60’ R/W-COR 207.90’ COR-COR 207.90’ COR-COR 148.88’ R/W-COR 209.59’ REBAR-COR N03^46’15"E 263.13’ COR-R/W N46^06’11"E 2090.19’ N87^52’25"W 246.75’ N49^50’25"W N49^50’25"W 85.00’ N88^13’17"W 258.44’ R/W-COR S01^20’35"W 176.65’ 410.68’ EIP-COR N53^57’46"E 343.62’ EIP-EIP S23^53’35"W 88.65’ COR-R/W S23^53’35"W 77.73’ R/W-COR N78^58’08"E 154.26’ COR-R/W S20^56’52"E 219.02’ R/W-COR S81^15’02"E 546.15’ R/W-COR 576.43’ NAIL-COR S29^24’10"E 179.08’ COR-EIP N03^32’11"E 60.44’ EIP-EIP N03^19’05"E 203.35’ R/W-EIP 212.23’ EIP-EIP N11^17’27"W N78^14’29"E 218.74’ R/W-COR 308.02’ COR-EIP N13^32’41"E 339.91’ R/W-COR 128.18’ R/W-EIP 210.08’ EIP-EIP N34^40’48"E 483.10’ R/W-EIP 501.83’ EIP-EIP S09^11’08"W 400.00’ R/W-R/W 428.72’ EIP-EIP 4.56’ N13^46’54"E 119.61’ R/W-EIP 144.37’ EIP-EIP S79^15’07"E N10^49’49"E 91.84’ R/W-EIP S10^54’48"W 216.10’ R/W-EIP 216.37’ EIP-EIP S34^43’59"W 303.84’ R/W-COR S09^53’01"E 521.32’ S09^53’01"E 165.00’ S29^36’59"W 180.28’ S13^36’59"W 224.00’ N61^10’10"E 666.96’ S12^02’36"E 104.92’ S38^03’53"W 177.59’ S43^03’24"W 427.92’ S41^38’24"W 79.00’ S02^21’50"E N78^02’26"E 259.56’ S02^21’50"E 154.86’ R/W-COR 178.34’ EIP-COR S07^02’04"W 190.36’ R/W-COR S07^02’04"W 484.38’ COR-COR N85^13’54"E 504.24’ S09^32’01"W 209.70’ R/W-COR N86^58’04"E 153.23’ S09^32’51"W 183.76’ EIP-COR S01^17’03"E 460.82’ R/W-COR S26^54’34"W 89.31’ R/W-COR 142.91’ REBAR-COR S57^26’41"E S02^04’19"E 287.06’ COR-COR S81^35’25"E 150.00’ S81^18’29"E 193.96’ COR-REBAR S26^56’26"W 247.99’ R/W-REBAR 302.30’ REBAR-REBAR S81^25’52"E 153.57’ R/W-COR S81^25’52"E 94.00’ N81^25’52"W 137.00’ COR-AXLE S88^53’33"E S88^53’33"E 94.00’ S88^53’33"E S08^16’10"W 218.53’ S08^28’22"W 206.32’ S08^48’58"W 188.53’ AXLE-COR 16.48’ IRON-AXLE S27^05’09"W 257.01’ R/W-IRON S54^57’28"E 397.00’ IRON-COR S19^28’04"W 280.57’ R/W-COR S31^41’56"E 294.00’ 203.00’ 496.00’ N77^03’04"E 388.00’ S15^44’47"W 500.77’ S87^13’37"E 1016.12’ S55^04’50"W 540.00’ S15^33’04"W 273.17’ S75^33’39"E 414.00’ S75^33’39"E 295.07’ IRON-R/W S17^33’42"W 419.71’ R/W-IRON 420.53’ REBAR-IRON S17^30’10"W 217.53’ COR-COR N74^15’40"E N74^18’18"E 498.69’ COR-R/W 499.26’ COR-REBAR 446.36’ COR-R/W 447.14’ COR-EIP S18^03’58"W 96.84’ COR-COR S18^03’58"W 143.78’ COR-COR N74^15’40"E 127.12’ COR-COR N74^15’40"E 239.93’ COR-R/W 239.87’ COR-IRON 51.98’ 163.59’ N65^51’22"E 107.31’ COR-R/W 104.29’ COR-IRON S18^29’24"W 337.10’ R/W-REBAR 338.02’ REBAR-REBAR S18^11’47"W 136.91’ REBAR-COR S17^47’21"W 383.25’ R/W-R/W 382.90’ REBAR-REBAR S75^34’06"E 275.57’ R/W-COR S05^19’31"W 380.63’ R/W-COR 359.61’ EIP-COR S05^19’31"W 394.94’ COR-COR S85^51’49"E 518.42’ COR-COR S04^23’50"W 226.98’ R/W-COR S04^23’50"W 516.07’ COR-R/W 547.00’ COR-RRSPIKE N53^08’09"E 307.60’ S04^23’50"W 437.07’ R/W-COR 468.00’ RRSPIKE-COR S03^04’40"W 598.92’ R/W-COR 600.34’ CM-COR S20^16’00"E 457.42’ R/W-COR S80^41’43"E 574.94’ S81^18’14"E 803.21’ S21^07’36"E 395.43’ 951.32’ S25^58’54"E 132.42’ R/W-R/W 143.54’ CM-EIP 7.16’ S05^48’59"E S05^41’45"E 147.66’ R/W-COR 128.52’ COR-REBAR N84^02’04"E 433.54’ REBAR-REBAR S06^36’23"E 366.67’ COR-REBAR S87^19’46"W 30.00’ S06^36’22"E 40.06’ R/W-COR 45.00’ RW MON-COR S31^46’59"E 56.00’ R/W-REBAR 54.49’ REBAR-REBAR S31^46’25"E 61.00’ REBAR-EIP S09^43’11"W 82.98’ REBAR-REBAR S83^49’00"E 320.67’ EIP-EIP S22^01’11"E 104.51’ R/W EIP S28^36’45"W 279.66’ REBAR-EIP S89^05’50"E S00^19’37"E 278.30’ EIP-EIP S00^41’40"E 2322.14’ EIP-COR S40^19’44"E 1821.80’ EIP-COR S00^39’20"E 544.00’ S84^31’40"E 1683.54’ S06^41’05"W 622.87’ S12^22’43"E 948.45’ S13^53’29"E 346.50’ S09^37’47"E 1398.35’ R/W-COR 1398.21’ AXLE-COR N44^50’11"E 570.06’ S84^24’49"E 816.14’ N23^45’11"E 234.57’ N65^19’21"E 632.00’ S19^23’09"W 7.14’ N64^53’17"E N62^12’28"E 249.39’ S39^04’49"E 86.76’ R/W-COR S04^42’09"W 222.63’ COR-R/W 102.39’ COR-R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W R/W VARIES ACCORDING TO STATE PROJECTS: 8238 & 6.801783 EXISTING R/W EXISTING R/W (185’ EACH SIDE OF CENTERLINE) PER STATE PROJECT: 6.801783 EXISTING R/W STATE PROJECTS: 8238 & 6.801783 EXISTING R/W R/W VARIES ACCORDING TO STATE PROJECT: 6.801783 EXISTING R/W EXISTING R/W 200’ R/W PER STATE PROJECT: 8238 200’ R/W (100’ EACH SIDE OF CENTERLINE) 200’ R/W PER STATE PROJECT: 8238 200’ R/W (100’ EACH SIDE OF CENTERLINE) EXISTING R/W EXISTING R/W 200’ R/W BEGIN EXISTING BEGIN EXISTING EXISTING R/W EXISTING CONTROL OF ACCESS LINE EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W R/W VARIES ACCORDING TO STATE PROJECT: 6.801783 EXISTING CONTROL OF ACCESS LINE EXISTING R/W EXISTING R/W EXISTING R/W 60’ R/W EXISTING R/W 60’ R/W EXISTING R/W 60’ R/W EXISTING R/W EXISTING R/W 50’ R/W EXISTING R/W PER PB 6 PG 51 PER PB 6 PG 51 S02^21’50"E 73.38’ COR-R/W 449.76’ R/W-COR PER PB 6 PG 51 EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W 60’ R/W 60’ R/W EXISTING R/W EXISTING R/W 60’ R/W EXISTING R/W EXISTING R/W 60’ R/W 60’ R/W EXISTING R/W 60’ R/W EXISTING R/W EXISTING R/W 45’ R/W L RONALD B. DRUM, et al. EXISTING R/W EXISTING R/W 68’ TRANSMISSION LINE R/W (DUKE POWER COMPANY) 68’ TRANSMISSION LINE R/W (DUKE POWER COMPANY) 68’ TRANSMISSION LINE R/W (DUKE POWER COMPANY) SOLID IRON IRON SOLID SOLID IRON SOLID IRON SOLID IRON S18^13’42"W 630.00’ S11^13’42"W 40.00’ CITY OF KINGS MOUNTAIN EXTRA TERRITORIAL JURISDICTION CLEVELAND COUNTY JURISDICTION CITY OF KINGS MOUNTAIN EXTRA TERRITORIAL JURISDICTION CLEVELAND COUNTY JURISDICTION N40^59’52"E R/W VARIES ACCORDING TO EXISTING R/W EXISTING R/W S40^19’44"E 1821.80’ EIP-COR 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 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 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 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 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 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 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 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 L P L P L P L GEORGE B. PEELER, JR. DELORES W. PATTERSON DAVID BAPTIST CHURCH 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 ROBERT E. LEE & WF. GERALDINE H. LEE ASPHALT PAVING OF SHELBY, INC. MARY H. CORNWELL HELEN QUEEN JOHNSON RONALD L. KING ROBERT L. TRICE & WF. LISA V. TRICE RONALD L. KING DAVID WAYNE ALLEN ASPHALT PAVING OF SHELBY, INC. ASHLEY PAUL DOVER THOMAS LUTHER PEACE PAUL H. DOVER THOMAS KEITH ANTHONY CALVIN D. CRAWFORD WILLARD LEE YARBOROUGH, JR. THELMA ANTHONY CONCRETE SUPPLY CO. EDWARD H. HERNDON BROWNIE WHISNANT, HEIRS BROWNIE WHISNANT, HEIRS LESTER A. HARMON, HEIRS BROWNIE WHISNANT, HEIRS HAROLD H. HERNDON CHARLES A. WHISNANT HOWARD J. RANDALL JOY W. LANCASTER ANDREW J. CHAMPION, JR. JOHNNIE MAE L. HARMON GEORGE B. PEELER, JR. KENNETH B. RANDALL JACK WILLIAMS LARRY KENNEDY BARRY KEITH COWAN WILLIAM PRESTON HARMON, JR. MILDRED KING PANTHER J. T. NANCE GILBERT KEITH RANDALL CHARLES BRENT HERNDON CHARLES CARRIGAN JULIE J. HARMON BETTY CARRIGAN CHARLES CARRIGAN RONNIE DEAN LEONHARDT WILLIAM S. HASKINS, II GEORGE WILLIAM OVERCASH, JR. HAROLD L. HORD LOUISE GAMBLE FISHER JOY HARRIS WALTERS CHARLES P. WALTERS CLYDE C. KERNS BILLY DEAN HOUZE BURRIS E. RAMEY, JR. FELIX OROZCO AMMAY OLIVER EMMERT, JR. JAMES KENNETH BELL KINGS MOUNTAIN DISTRICT SCHOOLS NELSON JERRY MORRIS END TIP PROJECT R-2707D BEGIN TIP PROJECT R-2707E -L- STA. 858+00.00 GRADE POINT PAVED PAVED VAR. 24’ TO 48’ SEE PLANS (-L-) US 74 (Shelby Bypass) 6:1 2:1 PAVED 6:1 2’ 6:1 .04 .02 Exist e .02 .02 .02 Exist e C L C L .02 GRADE POINT C L .02 .02 .08 .08 .08 2:1 MAX .02 GRADE POINT .02 .02 -Y5- US 74 EBL -Y5- US 74 WBL -Y4- .04 .04 DOUBLE FACE GUARDRAIL 8’-6" CLEVELAND COUNTY JURISDICTION CITY OF KINGS MOUNTAIN EXTRA TERRITORIAL JURISDICTION CITY OF KINGS MOUNTAIN EXTRA TERRITORIAL JURISDICTION CLEVELAND COUNTY JURISDICTION CITY OF KINGS MOUNTAIN EXTRA TERRITORIAL JURISDICTION CLEVELAND COUNTY JURISDICTION Functional Class. = Arterial Design Speed = 70 mph Max. Superelev. = 0.08 GRADE POINT 6:1 6:1 6:1 EXIST. GROUND EXIST. GROUND 2:1 VARIABLE SLOPES 6:1 VARIABLE SLOPES EXIST. GROUND EXIST. GROUND C L -L- TYPICAL SECTION FDPS FDPS FDPS FDPS VAR. 24’ TO 48’ 0.04 0.02 0.02 0.08 6:1 6:1 0.08 0.02 0.02 0.04 TYPICAL SECTION (-Y5-) EXISTING US 74 2:1 MAX GRADE POINT EXIST. GROUND EXIST. GROUND FDPS FDPS FDPS FDPS MATCHLINE ROLL 4 6’ 12’ 10’ 12’ 23’ 23’ 6’ 12’ 10’ VAR. 12’ TO 36’ 4’ 4’ 4’ 4’ 12’ - 15’ VAR. 12’ TO 36’ 8’ 12’ 12’ 2’ 7’ 12’ 57’ 12’ 12’ 4’ 12’ 55’ 12’ 12’ VAR. 0’ TO 12’ 12’ 10’ 4’ 4’ 4’ 4’ EXISTING ROADWAY EXISTING ROADWAY EXIST. GROUND VAR. 8’-6" TO 20’-6" Functional Class. = Arterial Design Speed = 70 mph Max. Superelev. = 0.08 795+00 DESIGN PUBLIC HEARING MAP & OFFICIAL CORRIDOR MAP ROLL 5 OF 5 CLEVELAND COUNTY PROJECT 34497.1.1 (R-2707) F. A. PROJECT NHF-74(14) US 74 - SHELBY BYPASS PROJECT 34497.1.1 (R-2707) F. A. PROJECT NHF-74(14) DESIGN PUBLIC HEARING MAP & OFFICIAL CORRIDOR MAP ROLL 5 OF 5 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 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 LINES TRAFFIC SIGNAL POTENTIAL 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 LINES TRAFFIC SIGNAL POTENTIAL DWARF-FLOWERED HEARTLEAF SITES 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 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 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 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 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 TRAFFIC SIGNAL POTENTIAL DWARF-FLOWERED HEARTLEAF SITES 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 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 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 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 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 TRAFFIC SIGNAL POTENTIAL DWARF-FLOWERED HEARTLEAF SITES 0 50 100 100 200 1"=200’ PROPOSED NOISE WALL PROPOSED NOISE WALL 0 50 100 100 200 1"=200’ 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 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 JAMES C. HEAFNER BETTY J. MAYES DONNA D. PAINTER J. HAROLD PARKER & WF. HELEN PARKER MICHAEL A. GREENE & WF. JENNIFER S. GREENE DENNIS L. HAMRICK MICHAEL H. FRADY & WF. NORMA J. FRADY JULES D. JOHNSON & WF. LINDA JOHNSON BARBARA MAE WALKER RANDOLPH NELSON BIGGERS KENNETH J. STRICKLAND & WF. MARGARET L. STRICKLAND JAMES MARION ROSE & WF. PATRICIA B. ROSE JOHN W. BEHELER & WF. FRANCES M. BEHELER JOHN LEMUEL RACHELS & WF. BETTINA B. RACHELS GARVIS LEE STRICKLAND & WF. REBA B. STRICKLAND HECTOR GARCIA & WF. ANGELICA GARCIA ROBERT E. LEE & WF. GERALDINE H. LEE B. EDWARD ANTHONY & WF. FAIRY N. ANTHONY ROBERT E. LEE & WF. GERALDINE H. LEE DAVID WAYNE ALLEN ASPHALT PAVING OF SHELBY, INC. JAMES STRICKLAND, JR. GREGORY KEITH ANTHONY CALVIN PROCTOR KENNETH ANTHONY ROBERT KEITH PROCTOR JAMES F. MORROW RONNIE F. MORROW ALFRED L. HENDERSON NATHAN WILLIAM BEARD WILLIAM G. BEARD JACK RAY HARMON ROBERT GREGORY RANDALL CHARLES A. WHISNANT GEORGE W. WHISNANT BETTY HARMON BABB LESTER A. HARMON, HEIRS CHARLES RALPH DOVER CHARLES E. DOVER CHARLES RALPH DOVER CHARLES E. DOVER GLENN ALTON DOVER CHARLES E. DOVER STATE HIGHWAY & PUBLIC WORKS COMMISSION JOHNNIE MAE L. HARMON ALCONON CLUB OF SHELBY, INC. JOHNNIE MAE L. HARMON ROBERT HOWARD DIXON ANN W. TRIA JOHN J. TRIA THOMAS E. WILSON, HEIRS AUDREY CRAWLEY HOWARD J. RANDALL CATHY S. COWAN THOMAS W. PATTERSON LORETTA F. MOORE MARGARET JONES BRIDGES GERALD D. PEPPERS CHARLES DOUGLAS HAMBRIGHT, JR. JOE C. EARLE CLARA MCSWAIN EARLE JOEL MAX WHISNANT EARL STEPHEN HARMON LOUISE GAMBLE FISHER JOY HARRIS WALTERS NELSON JERRY MORRIS, JR. JAMES DOUGLAS ELAM JERRY EUGENE LOVELACE PAULA ANN CASH RUFUS G. PLONK 61 62 63 64 65 66 67 68 69 70 F (SEE SHEET 18) PROP R/W 40.00’ +20.94 +29.45 40.00’ +00.00 -RPC- +41.66 184.67’ TIE TO EXIST. FENCE +00.00 105.00’ 62.00’ 96.00’ BEG. C/A & FENCE +80.00 -Y42- 150.00’ +16.03 -SR7- 60.00’ +25.42 -SR7- 60.00’ +75.00 -L- 183.74’ TIE TO EXIST. FENCE +00.00 -L- 110.00’ +49.78 -SR7- 60.00’ +18.65 -SR7- 60.00’ +25.00 95.00’ +25.00 90.00’ +25.00 90.00’ +15.00 105.00’ +40.00 100.00’ +00.00 95.00’ +30.00 110.00’ +00.00 100.00’ SOIL SOIL SOIL SOIL 10’ CONC US 74 WBL 24’ ASPH SOIL GR GR POND SR 2128 JOHNSON RD 20’ BST GR POOL SOIL POND BST GR SOIL SOIL 24’ BST BST 15’ BST BUFFALO CREEK BUFFALO CREEK BST BST SOIL BST BST 10’ BST BST GR GR 10’ CONC GR GR 10’ CONC 9’ BST GR W. E. 701.8 SR 2325 H0EY CHURCH RD 24’ BST SR 2203 WAKE RD 20’ BST SR 2325 HOEY CHURCH RD 24’ BST US 74 EBL 24’ ASPH W. E. 776.1 SOIL SR 2128 JOHNSON RD 19’ ASPH SR 2128 JOHNSON RD 19’ ASPH US 74 EBL 36’ ASPH US 74 WBL 36’ ASPH US 74 WBL 24’ ASPH US 74 EBL 24’ ASPH US 74 WBL 24’ ASPH US 74 EBL 24’ ASPH WBL EBL EXIST C & G EBL EXIST C & G BST BST SR 2238 LONG BRANCH RD 22’ BST GR SR 2255 ANTHONY RD 17’ BST 12’ CONC 18’ CONC 12’ CONC 22’ CONC POOL 9’ BST MIDWAY LAKE RD 16’ BST 10’ CONC 12’ CONC GR GR GR US 74 EBL BST GR GR GR GR GR SOIL SOIL GR GR GR GR GR GR SOIL SOIL US 74 WBL 26’ BST 2’ BST 3’ BST GR GR MIDWAY LAKE RD 12’ BST 12’ CONC POOL GR POTTS CREEK RD 20’ BST GR BEAS PL GR GR GR GR 9’ BST 10’ BST GR GR POND 8’ BST GR CONC GR BST GR CONC SR 2245 BETHLEHEM RD 20’ BST SOIL GR GR GR GR GR GR SOIL SOIL SOIL SOIL GR SOIL US 74 EBL 24’ BST SOIL GR 3’ BST US 74 EBL 24’ BST US 74 WBL 24’ BST SR 2042 AUTUMN WOODS DR 21’ BST GR GR GR GR GR GR GR SR 2245 BETHLEHEM RD 20’ BST SR 2244 HARMON RD 20’ BST GR GR 18’ CONC CONC 18’ CONC SR 2041 WILLIAMS RD 18’ BST 10’ BST BST 8’ CONC GR US 74 EBL 24’ BST US 74 WBL 24’ BST SR 2319 14’ BST SR 2319 14’ BST GR CONC BST GR GR BST SOIL GR CONC CONC GR SR 2244 HARMON RD 18’ BST CONC CONC GR GR 8’ BST GR GR SOIL GR GR GR GR GR SOIL GR GR 2’ BST 2’ BST US 74 WBL 24’ BST US 74 EBL 24’ BST GR SOIL GR SOIL GR GR 2’ BST 2’ BST US 74 WBL 24’ BST US 74 EBL 24’ BST GR 12’ CONC GR GR SR 2603 DAVID BAPTIST CH RD 24’ BST US 74 EBL 24’ BST US 74 WBL 24’ BST BST 14’ BST BST SR 2603 DAVID BAPTIST CH RD 24’ BST GR GR SOIL GR GR 2’ BST 2’ BST 2’ BST 2’ BST BST 2’ BST 2’ BST 2’ BST 2’ BST US 74 EBL 24’ BST US 74 WBL BST SR 2248 BETHWARE RD 18’ BST 22’ BST BST CONC 11’ BST BST 11’ BST 10’ CONC SR 2603 DAVID BAPTIST CH RD 24’ BST CONC GR GR 2’ BST 2’ BST 2’ BST 2’ BST GR GR GR US 74 WBL BST US 74 EBL 24’ BST SLOPE STAKE LINE SLOPE STAKE LINE SLOPE STAKE LINE .08 .08 .07 .07 .06 .06 .05 .05 .04 .04 .08 .08 .07 .06 .06 .05 .05 .04 .04 .03 .03 .02 .02 .02 .01 .00 .02 .02 .02 .03 .03 .04 .04 .01 .00 .00 .01 .01 .02 .02 .02 .03 .03 .04 .04 .08 .08 .07 .07 .06 .06 .05 .05 .04 .04 .03 .03 .02 .02 .01 .01 .02 .08 .08 .07 .07 .06 .06 .05 .05 .04 .04 .03 .03 .02 .02 .01 .01 .02 .00 .07 .07 .06 .06 .05 .05 .04 .04 .03 .03 .02 .02 .02 .01 .01 .00 .07 .07 .06 .06 .05 .05 .04 .04 .03 .03 .02 .02 .02 .01 .01 .00 .04 .03 .02 .02 .01 .01 .00 .02 .02 .02 .02 .03 .04 .01 .01 .00 .00 .01 .01 .02 .02 .02 .03 .03 .02 .02 .02 .01 .01 .00 .02 .01 .00 .01 .02 .02 .03 .04 .04 .05 .06 .06 .05 .04 .03 .03 .02 .02 .01 .01 .00 .04 .03 .02 .02 .02 .01 .01 .00 .04 .03 .02 .02 .02 .01 .00 .00 .01 .01 .02 .02 .02 .03 .04 .05 .00 .01 .01 .02 .02 .02 .03 .04 .05 .03 .02 .02 .02 .01 .01 .00 .04 .03 .02 .02 .02 .01 .01 .00 .04 .03 .02 .02 .02 .01 .01 .00 .02 .03 .04 .05 .06 .07 .07 .07 .06 .06 .05 .05 .04 .04 .03 .03 .02 .02 .01 .01 .00 .02 .03 .04 .05 .06 .07 .07 .06 .05 .04 .03 .02 .08 .08 .07 .06 .05 .04 .03 .02 .06 .05 .04 .03 .02 .02 .01 .01 .00 .02 .06 .05 .04 .03 .02 .01 .00 .07 .03 .02 .02 .02 .01 .01 .00 .07 .06 .05 .04 .03 .02 .02 .02 .01 .01 .00 .02 .01 .01 .00 .04 .03 .02 .02 .01 .01 .00 .03 .04 .03 .02 .01 .00 .01 .02 .03 .04 .02 .03 .04 .05 .02 .03 .04 .02 .02 .01 .01 .00 .06 .05 .04 .03 .02 .02 .02 .01 .01 .00 .01 .03 .04 .05 .06 .04 .03 .02 .01 .01 .00 .02 .03 .04 .08 .07 .06 .05 .04 .04 .03 .03 .02 .02 .01 .01 .00 .04 .08 .02 .02 .01 .01 .00 .00 .01 .02 .03 .04 .05 .06 .06 .05 .04 .05 .06 .02 .00 .01 .02 +45.67 +45.67 +65.64 +23.26 +83.26 +80.00 +20.00 +17.53 +17.53 +09.14 +54.14 +79.14 +79.38 +94.38 +41.40 +41.40 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 +21.35 +39.72 .02 .02 .02 .02 +25.42 +50.00 .03 .03 +66.44 +41.44 +41.03 .06 .06 +01.41 +85.30 +59.83 +14.70 +89.89 +21.12 .02 .02 +52.64 25.00’ (TYP) +43.33 +42.28 +22.73 +73.36 +81.17 +84.00 +35.00 +50.00 +46.53 +00.00 +00.00 +12.27 +74.00 +35.30 +55.79 +32.00 +52.47 .02 .02 .01 .00 .03 .04 .05 .05 .04 .03 .02 .02 .01 .01 .00 .02 25.00’ (TYP.) +83.73 .02 .01 .08 .07 .06 .05 .01 +25.00 4’ PAINTED ISLAND 4’ PAINTED ISLAND .02 .02 .02 .02 .05 .06 .06 .06 .05 .04 .06 .08 .07 .06 .05 .04 .03 .06 .08 .07 .06 -L- -L- 12’ 12’ 12’ +41.67 +75.00 9’ PS 108^44’41.3" +05.00 9’ PS +38.33 12’ 50’ TYP -L- 74’ F-F 24’ 12’ PS 10’ 14’ 4’ PS 4’ PS 4’ PS 36’ 4’ PS 18’ 4’ PS 4’ PS 24’ +03.13 9’ -L- PROPOSED WW FENCE PROPOSED WW FENCE PROPOSED WW FENCE PROPOSED WW FENCE PROP. WW FENCE PROPOSED WW FENCE PROPOSED WW FENCE PROPOSED WW FENCE 36’ 4’ PS 4’ PS 4’ PS 4’ PS 23’ 23’ RAMP C .02 PROPOSED WW FENCE OBLITERATE LENGTH 367’ 23’ 23’ 4’ PS 4’ PS 4’ PS PS +07.5 +45 9’ .02 .02 +80 +17.5 PROP. WW FENCE 12’ +15 PROP. WW FENCE .08 PROPOSED C & G +24.88 R=50’ +60.19 R=50’ PROP. C & G Y4 PROP. WW FENCE 26+48.27 RAMP "D" END PROP. WW FENCE BEGIN PROP. CL FENCE PROP. WW FENCE PROP. WW FENCE PROP. WW FENCE PROP. WW FENCE PROP. WW FENCE PROP. GR PROPOSED WW FENCE 10’ +00 10’ +41 4’ PS +56 R=250’ 10’ 10’ +76.69 PROP. 2.5’ C & G 5" MONO. CONC. ISLAND (KEYED-IN) S 21^ 06’ 38.8" E PROP. WW FENCE PROP. WW FENCE S36^ 08’ 02.0" E 10+00 15+00 35+00 25+00 30+00 20+00 15+00 10+00 25+00 20+00 15+00 40+00 30+00 20+00 20+00 30+00 25+00 20+00 15+00 35+00 45+00 10+00 15+00 35+00 35+00 20+00 40+00 40+00 10+00 15+00 65+00 70+00 TRAFFIC COUNT RAMP A LOOP A RAMP C PROP. US 74 (-L-) 2005 2025 CURRENT US 74 ADT (HUNDREDS) 116 181 116 181 14 24 102 157 100 172 14 24 102 157 14 24 100 172 100 172 100 172 202 329 202 329 102 157 320’ RIGHT OF WAY 378’ EXIST. RIGHT OF WAY CEMETERIES POND SR 2244 (HARMON RD.) -L- PROPOSED US 74 SHELBY BYPASS POND US 74 -Y4- SR 2089 SERVICE RD 18’ BST BUFFALO CREEK TO US 29 US 74 PROPOSED -SR6- -Y41- POTTS CREEK RD. TO SOUTH CAROLINA -Y42- SR 2245 (BETHLEHEM RD.) SR 2244 (HARMON RD.) -Y45- SR 2042 (AUTUMN WOODS DR.) SR 2042 (AUTUMN WOODS DR.) SR 2041 (WILLIAMS RD.) US 74 PROPOSED -SR8- -SR7- SR 2603 (DAVID BAPTIST CHURCH RD.) US 74 TO US 74 TO KINGS MOUNTAIN 46’ MEDIAN 64’ MEDIAN 24’ 28’ 28’ 180 324 171 308 182 329 9 16 8 15 4 8 10 18 16 29 7 12 9 17 16 29 12 23 2 4 8 14 3 6 8 15 11 21 182 329 180 324 9 16 171 308 US74 -Y42- RPC RPD 2 4 7 12 6 12 6 12 3 6 3 6 RPA RPB TRAFFIC DATA ADT in 100’S 2002 ADT 2025 ADT 9 21 24’ 68’ SR 2238 (LONG BRANCH RD.) -SR10- SR 2255 (ANTHONY RD.) 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