CONC P C CLEVELAND COUNTY OFFICIAL CORRIDOR MAP · 2020-04-21 · 18" conc cat-1 cat-1 214.50...
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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
Transcript of CONC P C CLEVELAND COUNTY OFFICIAL CORRIDOR MAP · 2020-04-21 · 18" conc cat-1 cat-1 214.50...
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PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
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EB
AR
N67^40’4
9"E
396.0
0 R
EB
AR
-CO
R
N46^32’1
2"E
422.6
0 C
OR
-CO
R
N66
^11’
30"E
903.6
5 C
OR
-CO
R
S34^32’00"E
353.10 COR-EIP
N78^5
5’54"E
5.3
6 E
IP-R
/W
398.6
5 R
/W-C
OR
N00^05’3
1"E
462.6
1 C
OR
-CO
R
N51^58’0
0"E
824.1
4 C
OR
-E
IP
N68^5
3’5
5"E
1017.4
0 E
IP-E
IP
S34^3
2’0
0"E
143.2
3 E
IP-C
OR
S59^35’33"E
460.41 COR-COR
N78^39’3
5"E
901.11 C
OR
-CO
R
S51^27’59"E
EIP
312.87 COR-EIP
S05^22’5
9"E
158.2
5 E
IP-R
/W
N02^2
2’5
9"W
98.9
6 R
/W-C
OR
N85^33’1
6"E
301.76 C
OR-COR
N02^22’5
9"W
41.86 R
/W-C
OR
N01^03’3
6"W
67.5
8 C
OR
-CO
R
N85^38’01"E
77.00 C
OR
-CO
R
N02^22’5
9"W
62.7
3 R
/W-C
OR
N25^57’50"W
53.71 CO
R-C
OR
S40^22’10"E
303.91 EIP-EIP
N52^38’36"E
421.3
0 C
OR
-EIP
N52^38’3
6"E
181.6
5 C
OR
-CO
R
N53^31’5
9"E
51.8
3 C
OR
-C
OR
N00^28’0
7"E
356.4
5 E
IP-C
OR
N56^25’22"E
5.0
8 E
IP-E
IP
N56^38’1
3"E
190.8
9 E
IP-E
IP
S67^18’38"E
14.21 E
IP-R
EB
AR
N25^04’20"E
0.7
3 E
IP
-R
/W
15
0.0
6 R
/W-R
EB
AR
S68^32’40"E
199.47 REBAR-EIP
S65^12’45"E
112.71 EIP-R/W
0.20 R/W-EIP
S65^12’15"E
232.18 COR-R/W
0.15 R/W-EIP
S65^09’57"E147.42 COR-REBAR
S68^02’28"E
0.20 REBAR-R/W
149.76 R/W-COR
N2
4^4
9’4
8"E
0.1
2 R
/W-R
EB
AR
15
0.2
6 R
EB
AR
-C
OR
N2
4^4
9’4
8"E
400.6
9 C
OR
-C
OR
S68^51’15"E
0.10 R/W-AXLE
149.79 AXLE-COR
N24^49’48"E
100.1
7 C
OR
-CO
R
S68^48’58"E
0.32 AXLE-R/W
149.89 R/W-COR
N24^49’4
8"E
21
3.8
6 C
OR
-R
/W
0.2
6 R
/W-E
IP
EX
IST
ING
R/W
EX
IST
ING
R/W
60’ R/W
PB 8 PG 89
EXISTIN
G R/W
EXISTIN
G R/W
60’ R
/W
PB
8 P
G 8
9
N2
9^0
6’3
8"E
1.3
8 R
/W-R
EB
AR
358.8
7 R
EB
AR
-E
IP
S49^00’28"E100.01 EIP-EIP
N2
7^3
9’5
6"E
11
18
.60
EIP
-CO
R
N02^13’0
8"W
60.0
0 C
OR
-CO
R
S39^11’35"E
330.00 COR-COR
S19^11’35"E
298.16 CO
R-C
OR
S55^42’25"E491.70 COR-COR
S11^51’4
8"E
770.3
6 C
OR
-CO
R
N87^48’2
5"E
392.70 C
OR
-CO
R
N87^48’2
5"E
41.44
S05^48’25"W
709.5
0 C
OR
-CO
R
S20^41’35"E
74.3
0 C
OR
-CO
R
N75^4
8’2
5"E
627.3
8 C
OR-C
REEK
S39^11’35"E
297.00 COR-COR
S68^56’35"E
92.40 COR-COR
S09^26’3
5"E
250.8
1 C
OR
-CO
R
N50^56’35"W280.50 COR-COR
S82^11’35"E
185.61 COR-CREEK
S15^47’2
3"E
328.0
1
S03^01’2
6"E
253.3
7
S28^18’41"E
159.63
S13^40’51"E
117.0
0
S02^21’3
5"E
128.0
2
S13^30’1
0"E
417.2
0
S25^40’1
6"W
164.5
1
S18^13’0
9"W
191.6
2
S05^16’1
5"W
114.7
5
S07^42’44"W
218.4
6
S02^33’1
5"E
96.2
0
N11^23’0
9"E
120.1
5
N34^03’34"E
219.2
2
N46^49’0
4"E
94.8
6
N53^18’3
6"E
102.9
8
N68^25’0
3"E
81.2
5
S81^36’46"E
36.38
S62^34’1
2"W
S45^35’3
7"W
92.1
7
S29^46’3
3"W
29
3.7
1
S40^43’3
2"W
148.3
6
S50^58’09"W
204.4
6
S74^1
1’24
"W
293.6
3
N46^51’57"W531.77 CREEK-COR
S69^22’09"E
1470.00 COR-COR
N07^04’5
2"W
427.5
8 C
OR
-CO
R
N82^57’3
9"E
203.3
6 C
OR
-CO
R
N30^40’38"E
447.4
3 C
OR
-C
OR
N3
0^4
0’3
8"E
276.2
5 N
AIL
-C
OR
S48^50’52"E217.32 NAIL-NAIL
S56^25’29"E
229.68 COR-COR
S48^13’52"E414.98 NAIL-COR
N43^21’38"E
140.6
4 C
OR
-C
OR
N65^41’52"W
222.28 COR-COR
S46^01’52"E616.26 COR-COR
N78^5
8’08"E
173.79 R
/W-C
OR
S00^04’2
9"E
4.4
6 B
OL
T-R
/W
224.7
6 R
/W-R
/W
S21^37’03"W
42.34 E
IP-E
IP
3.86 E
IP-R
/W
S21^49’0
6"W
32.09 E
IP-R
/W
11.8
7 R
/W-E
IP
S00^40’2
9"W
183.8
7 R
/W-C
OR
S51^10’2
9"W
198.0
0 C
OR
-C
OR
S78^04’31"E
100.50 C
OR-C
OR
S02^31’2
3"W
240.4
8 C
OR
-C
OR
S79^59’08"E
350.00 COR-COR
S72^04’16"E
38.00 COR-COR
S22^45’5
2"W
301.8
4 C
OR
-C
OR
S22^45’5
2"W
569.4
1 R
/W-C
OR
N2
3^5
0’4
4"E
571.0
0 C
OR
-C
OR
S71^32’06"E
167.30 COR-EIP
0.30 EIP-R/W
S45^54’06"E654.47 R/W-COR
S30^24’37"W
27
.14
R/W
-E
IP
250.0
0 E
IP
-C
OR
S28^54’27"W
8.77 C
OR-C
OR
S28^54’2
7"W
S30^19’3
7"W
0.2
2 E
IP
-R
/W
249.7
8 R
/W-C
OR
S27^29’20"W
798.2
7 C
OR
-C
OR
S61^28’24"E
202.13 COR-COR
S61^28’24"E
202.13 COR-COR
S61^28’24"E
202.17 COR-COR
S28^04’59"W
1021.2
5 R
/W-C
OR
S27^59’56"W
1.1
5 R
/W-E
IP
993.6
6 E
IP
-C
OR
S27^54’3
6"W
2.5
9 R
EB
AR
-R
/W
968.3
6 R
/W-C
OR
S61^29’41"E
65.00 COR-COR
S01^35’5
8"E
446.8
7 C
OR
-CO
R
N01^35’5
8"W
266.2
2 C
OR
-CR
EE
K
S41^52’5
1"W
1101.2
5 R
/W-C
OR
10.51
S25^42’24"E
S25^42’24"E
74.7
5 R
EB
AR
-EIP
S16^34’3
3"W
68.3
9 E
IP
-E
IP
S46^20’20"E
65.22 CR
EEK
-REB
AR
150.7
5
S62^34’1
2"W
214.50 EIP-REBAR
S21^41’19"E
20.9
7 R
EB
AR
-CO
R
S21^41’19"E
84.5
3 C
OR
-CO
R
S83^17’29"W
120.98 R
EBA
R-C
OR
3.0
0 R
/W-R
EB
AR
S48^08’40"W
365.0
0 C
OR
-CO
R
S37^27’4
0"W
790.7
3 C
OR
-C
OR
S42^55’20"E
125.00 COR-COR S62^59’20"E
622.65 COR-COR
S62^10’39"E
211.64 COR-COR
S88^42’10"E
228.41 COR-C
OR
N77^4
7’25"E
730.6
7 C
OR
-CO
R
S02^53’26"W
10.34 C
OR-COR
S29^48’53"E
179.08 CO
R-C
OR
S81^38’39"E
576.43 NAIL
-COR
S11^31’0
7"W
336.9
7 R
/W-C
OR
EXISTING R/W
EXISTING R/W200’ R
/W
(100’
EA
CH
SID
E O
F C
EN
TE
RL
INE
)
PE
R S
TA
TE
PR
OJE
CT
8238
EX
ISTIN
G R
/W
EX
ISTIN
G R
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200’ R
/W
(100’ EA
CH
SID
E O
F C
EN
TER
LIN
E)
PER
STA
TE P
RO
JEC
T 8
238
CHORD
CHORD
CH
OR
D
CHORD
EXISTING R/W
EXISTING R/W
60’ R/W
(30’ EACH SID
E OF C
ENTERLINE)
EXISTING R/W
EXISTING R/W
60’ R/W
(30’ EACH SIDE OF CENTERLINE)
EXISTING R/W
EX
IST
ING
R/W
EX
IST
ING
R/W
40’ R
/W
(20’ E
AC
H S
IDE
OF
CE
NT
ER
LIN
E)
40’ STREETPB 6 PG
84
EX
IS
TIN
G R
/W
EX
IST
ING
R/W
50’
R/W
(20’
EA
ST
OF
CE
NT
ER
LIN
E)
(30’
WE
ST
OF
CE
NT
ER
LIN
E)
EXISTING R/W
EXISTING R/W
60’ R/W
(30’ EACH SIDE OF CENTERLINE)
CIT
Y O
F S
HE
LB
Y
SA
TE
LL
ITE
CO
RP
OR
AT
E L
IMIT
S
(PB
19 P
G 1
47)
N55^45’1
1"E
825.0
0
S13^27’0
1"W
1782.0
0
S43^05’35"E
858.36
S28^54’2
7"W
41
.45
777.1
8
234.1
9 N
AIL
-C
OR
91.01 COR-COR
N05^37’0
8"E
S82^45’52"E
N78^5
8’08"E
156.0
8 C
OR
-R/W
S20^56’52"E
221.2
8 R
/W-C
OR
EXISTING R/W
EXISTING R/W
EX
IST
ING
R/W
PL
PL
PL
PL
PL
PL
PL
PL
P
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
P
L
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
P
LP
L
PL
PL
PL
P
L
PL
PL
PL
PL
P
L
P
L
PL
P
L
PL
P
L
PL
P
L
PL
PL
P
L
PL
P
L
P
L
P
L
PL
PL
PL
P
L
PL
PL
PL
PL
PL
P
L
PL
PL
PL
PL
P
L
PL
PL
PL
PL
PLP
L
PL
P
L
PL
PL
PL
PL
PL
PL
PLPL
PL
PL
PL
PL
PLPL
PL
PL
P
L
P
L
P
LPL
P
L
PL
PL
PL
PL
PL
PL
PL
P
L
L
PL
PL
PL
PL
PL
PL
P
L
P
L
PL P
L
PL
PL
PL
PL
PL
PL
PL
P L
PL
PL
P
L
P
L
PL
PL
PL
PL
PL
PL
PL
PLPLP
L
P
LPL
P
L
PL
P
L
PL
P
L
PL
PH
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R. R
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ER &
WF.
CA
RO
LY
N W
. RU
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ER JOSEPH NEWTON CRAVER II &
ADELAIDE AUSTELL CRAVER
JOSEPH
NEW
TO
N C
RA
VER II &
AD
ELA
IDE A
USTELL C
RA
VER
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
RW
RW
+25220’
+40220’
+40180’
C
A
C
A
C
A
CA
C
A
C
A
C
A
C
A
C
A
CA
C
A
C
A
C
ACA
CA
CA
C
A
C
A
C
A
C
A
C
A
C
A
C
A
CA
C
A
CA
C
A
CA
C
A
C
A
CA
CA
C
A
C
A
CA
C
A
C A
C
A
C
A
CA
CA
CA
C
AC
A
CA
C
A
C
A
CA
C
A
C
A
C
A
C
A
C
A
CA
C
A
C
A
C
A
CA
C
ACA C
A
CA
C
A
CA
CA
CA
C
A
CA
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
CA
C
A
CA
C
A
C
A
C
A
C
A
CA
C
A
C
A
C
A
C
A
C
A
C
A
CA
C
A
C
A
C
A
C
A
C
A
C
A
C
A
18" R
CP
18"
RC
P
18" RCP
HW
18" R
CP
18" RC
P
15" R
CP
HW
POSSIBLE
JB
18" R
CP
18" R
CP
18" RC
P
18" R
CP
18" RCP
18" CMP
18" CONC
18"
CO
NC
18" CONC
42" C
ON
C
42" C
ON
C
24" C
ON
C24" C
ON
C
24" C
ON
C
18" CO
NC
18" CONC
15" CO
NC
15"
CO
NC
15" C
ON
C
30" C
ON
C
30" C
ON
C
30" CONC
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DIDI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
24" C
ON
C
15" C
ON
C
15" C
MP
24" CONC
15" CO
NC
15" C
ON
C
18" CONC
15" C
ON
C
15" CO
NC
18"
CO
NC
15" C
ON
C
42" C
MP
18"
CO
NC
18" C
ON
C
2-4
" C
PP
UN
KN
OW
N
LO
CA
TIO
N
15" C
ON
C
18" CO
NC
18" CO
NC
18" C
ON
C
18" C
ON
C
HW
DI
18" C
ON
C
18" C
ON
C
2-4"
CPP
DI
W/HOOD
DI
W/HOOD
DI
W/H
OO
D
DI
W/H
OO
D
DI
W/H
OO
D
STRUCTURE
ABANDONED
18" C
ON
C
HW
HW
DI
DI
DI
DI
DI
DI
DI
18" C
ON
C
18" C
ON
C
15" C
ON
C
15" C
ON
C
15"
CO
NC
15"
CO
NC
15" CMP
15"
CO
NC
15"
CO
NC
POSSIBLE
JB
15" C
ON
C
15" CO
NC
DI
DI
W/H
OOD
DI
W/HOOD
1-2
X2 B
AR
RE
L
30" R
CP
30" R
CP
18" C
ON
C
30" C
ON
C
HW
HW
HW
12" CPP
15" C
PP
42" C
ON
C
HW
18"
CM
P
24"
CO
NC
DI
18" C
ON
C
18" C
MP
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
18
" R
CP
FES
FES
18" CONC
DI
18" CMP
42" CO
NC
48" CM
P
HW
18" C
MP
18" CONC
PO
SS
IBL
E
JB
DI
HW
24" C
ON
C
24" C
ON
C
6" I
P S
TL
6" P
VC
FARM
TAP
ST
UB
6" PVC
3" P
VC
4" IP STL
6" P
VC
STUB
16" CI
EO
I
EO
IE
OI
EOI
EOI
EOI
EOI
EOI
EOI
EOI
EOI
STUB
6"
PV
C
6"
PV
C
6" PVC
6" PVC
6" P
VC
STU
B
BLOWO
FF
SLICK
BOX
METER
36" W
W
36" W
W &
1SB
W
48" W
W &
7S
BW
AREA
U/C
AREA
U/C
AREA
U/C
18" CO
NC
18" CO
NC
18" CM
P
DI
DICONC
CON
C
18" CO
NC
CO
NC
DI
DI
18" CO
NC
18" CONC
15" CON
C
CON
C FES
15" CONC
FLOW
CON
C FES18" PLASTIC
CB
DI
24" C
MP
18" CONC
24" C
MP
CONC
CONC
DI
18" P
LA
ST
IC
CB
15" C
ON
C
18" CONC
24" CONC
18" CONC
CONC
CON
C
DI
DI
DI
15" C
ON
C
24" CONC
18" CONC
18" CONC
18" C
ON
C
CON
C
CO
NC
18" CONC
DI
DI
18" CONC
18" CONC
CONCDI
18" CONC
18" CONC
18" C
MP
CONC
CONC
DI
DI
DI
DI
24" CONC
36" CONC
18" CMP
18" CMP
36" CONC
48" CONC
48" CONC
DI
10’ CONC HW
2SBKD
36" C
ON
C
18" C
MP
2S
BK
D
G
72" CHL
72" C
HL
72" CHL
72" C
HL
W/L
T
CONC
2SBKD
48" BLK WALL
W/L
T
15" CO
NC
MTL
MTL
MTL
MTL
W/L
T
MTL
MTL
MTL
S
S
W/L
T
W/L
T
CON
C
72" C
HL &
3SB
W
CON
C
CONC
15" CON
C
1SF
BU
S
W/L
T
W/L
T
W
1SBKMTL
BUS
15" CONC
12" PLASTIC
18" CONC
18" CONC
W/L
T
S
S S
S
W/L
T
W/L
T
1SBK
BUS
S
15" C
ON
C
15" CONC
W/L
T
CO
NC
60" C
ON
C
36" C
ON
C
36" C
ON
C
2SBK
METHODIST
CHURCH
15" CONC
W/L
T
15" CONC
1SBKD
CANOPY
1SFD
W/L
T12" CMP
2SBKD
WDDKG
12
" C
MP
48" C
HL
12" PLASTIC
BST
W/L
T
W/L
T
48" CHL
48" C
ON
C
W/L
T
G
W/L
T
48" CHL
2SFDABAND
15" CONC
15" CONC
AB
AN
D
HT
R
S
48"
BKWALL
1SBKD
18"
CO
NC
PLANTER
2S
BK
D
18" CM
P
GA
RD
EN
60" WW
WD
DK
HTR
S
S
W
W/L
T
48" CH
L
1SB
KD
CA
NO
PY
B
S
S
MTL
BUS
MTL
BUS
CONC
W
48" C
ON
C
96" BLK
WALL
CAR
PORT
S
36" C
ON
C
36" C
ON
C
DEBRIS
PILE
DEBRIS
PILE
DEBRIS
PILE
DEBRIS
PILE
TR
GA
TE
CAR
PORT
S
2’x4’ CONC HW
2’x4’ CO
NC
HW
GATE
S
BUS
2’x4’ CONC HW
48" BLK WALL
S
W/L
T
1SBK
CHURCH
60" C
ON
C
60" CONC
S
2’x
4’ C
ON
C H
W
FU
EL
TA
NK
2’x4’ CO
NC
HW
S
S
W/LT
W/LT
W/LT
W/L
T
CONC
DI
S
1SMTLBK
BUS
CO
NC
10’ B
LK
WA
LL
36"W
D R
AIL
HTR
CA
NO
PY
S
DI
S
S
5’ B
K H
W4’
CO
NC
HW
15" C
ON
C
TR BUS
S
GATE
W/LT
W/LT
15" C
ON
C
HT
R
HTR
HT
R
1SBKD
CO
NC
98" C
HL
S
S
CONC
48" CHL
G
15" C
ON
C
12
" C
MP
G
CO
NC
48
" B
K W
AL
L
DI
GATE
W/LT
48" C
HL
48" CHL
S
1SBKD
W/LT
15" CONC
72" W
RO
UG
HT
IRO
N
15" RCP
W/L
T
W/L
T
W/L
T
W/L
T
WALL
CONC
WA
LL
48" CHL
SS
S
CEMETARY
CEMETARY
10’ BLK W
ALL
DI
AR
EA U
/C
AR
EA
U/C
74
74
74
74
74
74
60" CH
L &
2SB
W
S
S
ISBK
BUS
HW
18" C
MP
18" CONC
PO
SS
IB
LE
JB
72" C
HL
& 3
SB
W
36" W
D R
AIL
BU
S
24" C
MP
12" C
ON
C
15" C
ON
C
18" C
ON
C
18" C
ON
C
WEIG
HT SCA
LE
60" CHL & 3SBW
60" CHL & 3SBW
60" CHL & 3SBW
CONC MEMORIALDI
72" CHL & 3SBW
HTR
BUS
DI
DI
1SFD
6SBW
6S
BW
6SBW
48" W
W &
1S
BW
72" WW
72" WW
BUS
48" WW & 1SBW
W/L
T
48" W
W &
1S
BW
5SBW
12" CMP
2SFD
W 1SBKD
12" C
MP
12" CM
P
2SFD
1SFD
48" W
W
48" W
W
72" W
D
S
W
W
W
S
W/LT
1SFD
MTL
2SBKD
2SBKD
HTR
12" C
MP
W
SS
G
1SFD
2SFD
HTR
S
48" C
HLH
TR
1SFD
60" C
HL
60" WW
W/L
T
48" B
ST
RIP RAP
24" CONC
15" CONC
18" CONC
15" CONC
18" CONC
18" C
MP
12" CMP
48" CONC
48" CONC
WD DK
6" BST CURB
B
6" BST CURB
S
48" CONC
WD
DK
WD DK
48" C
ON
C
48" CONC
S
S
MTL GATE
W/LT
15" CONC
48" CONC
2SFD
QUARRY
MTL GATE
DI
48" C
ON
C
15" C
ON
C
GA
TE
48
" W
D R
AIL
MTL GATE
48" W
W
48" W
W
VIN
EY
AR
D
15" C
ON
C
BST 48" CONC
W/S
IG
LT
60" WD
SIG
LT
SIG
LT
SIG
LT
GUY
MTL
GATE
MTLGATE
W/L
T
W/L
T
DI
G
36" W
D
LT
LT
42" C
ON
C
18" C
ON
C
42" CONC
CONC
18" CO
NC
42" CONC
4’x8’ CO
NC
LoggedArea
LoggedArea
18" C
MP
FES
FES
42" C
ON
C
HW
18" CONC
12" PVC
15" P
VC
HW
HW
S
W
48" W
W
W/LT
B
1SFD
S
W/LT
G
S
W
HTR
HTR
W/LT
W/LT
72" CHL & 3SBW
72" CHL & 3SBW
1SBKD
2SFD
S
S
12" CMP
G
B
S
MTL
CARPORT
2SFD
CONC
S
HTR
15" CONC
15" C
ON
C
W/LT
SS
1SFD
W/L
T
1SFD
S
W/L
T
S BUS
S
1SFD
S
GREEN
HO
USES
W
1SFD
1SBKD
S
1SBK
D
W
15" C
ON
C
15" CO
NC
1SFD
S
W/LT
W/LT
W
HTR
4SB
W
4SBW
4SB
W
W
W/LT
S
1SBKD
15" CM
P
15" CO
NC
15" CO
NC
12" CONC
BUS
S
W/LT
W/LT
CONC
S
48" W
W &
1S
BW
48" WW & 1SBW
48" W
W &
1S
BW
48" W
W &
1S
BW
48" WW
& 1
SBW
S
S
S
G
4SBW
18" CMP
MTLCAR
POT
W
LOGGED AREA
MTL
W/L
T
W/L
T
W/L
T
W/L
T
S
WD
DKWDDK
S
MTL
GATE
DI
18" CONC
48" CONC
36" CONC
B
BK
B
MTL GATE
WD DK
48" CONC
12" CONC
MTL
GATE
12" BLKWALL
S
S
36"
CONC
WD
DK
WD
DK
MTL
GATE
48" CO
NC
WDDK
S
W/LT
W
DI
DI
CO
NC
S
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DI
HT
R
S
S
4S E
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4SBW
4SBW
4SB
W
6SBW
6SBW
6SBW
6SBW
1SFD
MTL
CA
RPO
RT
HTR
HT
R
HTR
HT
R
HT
R
HT
R
HT
R
HT
R
S
1SFD
24"
CO
NC
8" CMP
HTR
WD
DK
CONC
18" C
ON
C
30" C
ON
C
DI
DI
DI
DI
DI
DI
DI
DI
18" C
ON
C
18" CO
NC
15"
CO
NC
15" C
ON
C
15"
CO
NC
POSSIBLE
JB
15" C
ON
C
18" CO
NC
15" CO
NC
POSSIBLE
JB
18"
CO
NC
18" C
ON
C
18" CONC
18" CONC
30" C
ON
C
30" C
ON
C
HW
HW
HW
HW
DI
HW
HW
HW
HTR
HTR
48" W
W
6S ELEC
48" WD
RA
IL
15" CMP
HTR
48" W
W
W/L
T
48" C
HL
48" CH
L
6SBW
S
6SBW
HTR
4SBW
24" CMP
S
S
W/L
T
W/L
T
W/L
T
W/L
T
BU
S
S
BUS
2SFD
BUS
SW
W/L
T
W/L
TW/LT
W/L
T
1SBKD
15" CONC
15" CONC
60" C
HL
G
2SBKD
48"
WW
S
60" C
HL
G
S
2SFD
60" CHL
12"
CO
NC
1SBKD
W
48" C
HL
48" CHL
48" C
HL
48" CHL
48" CHL
G
1SBKD
HTR
1SFD
1SFD
1SFD
S
S
S
W
W
W
G
12" CONC
W/L
T
W/L
T
W
W
1SFD
BUS
BUS
S
60" C
HL
& 3
SB
W
60" CHL &
3SBW
48" CHL
60" CHL &
3SBW
72" C
HL
& 3
SB
W
1SMTL & BLKBUS
1SFD
W/L
T
6SBW
6SBW
48" W
W
S
W
S
1SBKD
48"
WW
7SBW
7S
BW
HT
R
HT
R
HT
R
S
60" C
HL
& 3
SB
W
60"
CH
L &
3SB
W
60" C
HL
& 3
SB
W
HT
R
HTR
HTR
HTR
HTR
BUS
W/L
T
W/L
T
W/L
T
18"
CM
P
W
B
B
48" W
D R
AIL
48" W
D R
AIL
6SBW
3SBW
3SB
W
3SB
W
3SBW
S
BUS
BU
S
S
W/L
T
W/L
T
W/L
T
W/L
T
72" C
HL &
3SB
W
1SB
KD
S
1S
FD
G
1SBK
D
2SB
KD
W/L
T
48" WW
18" CON
C
15" CO
NC
MTL
18" CONC
18" CONC
18" CO
NC
18" CONC
18" C
ON
C
18" C
ON
C
18"
CO
NC
18" C
MP
15"
CO
NC
15" C
ON
C
15" CONC
15" C
ON
C
6"
CO
NC
12" C
ON
C
15"
CM
P
1SFD
15" CO
NC
15" CO
NC
15" CONC
48" WW
48" C
HL
DI
S
GATE
DI
DI
DI
MTL
CA
NO
PY
MT
L
GA
TE
HTR
DI
DI
DI
S
CON
C
48" C
ON
C
48" C
ON
C
GATE
DI
DI
MTL
CA
RPO
RT
DI
GUY
GA
TE
S
4S
BW
4SBW
4S
BW
S
GATE
AB
AN
D
CONC
S
36" C
ON
C DK
48" CONC
48" C
ON
C
DI
BW
4S
BW
S
S
2X
2 C
ON
C
MTL
GA
TE
MTL
GATE
MTL
GA
TE
W/L
T
W/L
T
6" C
ON
C
RIP RAP
MTL
MTL
GATE
48" WD
12" CONC
WD
DK
24" C
ON
C
24" C
ON
C24" C
ON
C
18" CONC
15" CO
NC
15"
CO
NC
15" C
ON
C
30" C
ON
C
30" C
ON
C
30" CONC
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DIDI
DI
DI
DI
DI
DI
DI
DI
DI
24" C
ON
C
15" C
ON
C
15" C
MP
24" CONC
18" CONC
18"
CO
NC
42" C
MP
18" C
ON
C
18" CO
NC
HW
18" CO
NC
2-4"
PV
C
HW
W
48" WD RAIL
48" WD RAIL
48" WD RAIL
48" WW & 1SBW
MTL
48" WW
& 1SBW
48" WW & 1SBW
48" WW
& 1SBW
S
48" WW
& 1SBW
48" WW & 1SBW
48" WW
& 1SBW
48" WW & 1SBW
48" WW
& 1
SBW
48" WW & 1SBW
48" WW
& 1SBW
48" WW
& 1SBW
48" WW
& 1
SBW
48" WW
& 1SBW
1SFD
S
48" C
HL
48" C
HL
W
12" IRO
N
48" W
D R
AIL
15" CM
P
W/L
T
1SBKD
W
48" W
W &
3SB
W
MTL
MTL
18"CONC
15"CONC
15"CONC
15"CONC
15"CONC
18" CO
NC
18" CONC
DI
15" C
ON
C
18" C
ON
C
DI
S
DI
DK
48" C
ON
C
48"
CO
NC
MTL
CANOPY
48" C
ON
C
36" C
ON
C
DK
S
S
S
AN
TEN
NA
FLAG
POLE
1SFD
18" CONC
18"
CO
NC
18" CONC
42" C
ON
C
42" C
ON
C
DI
DI
DI
DI
DI
2-4" PV
C
DI
HW
W/L
T
W/L
T
W/L
T
W/L
T
W/L
T
S
S
1SFD
1SFD
48" W
D R
AIL
2SFD
G
1SFD
W/L
T
1SB
KD
15" CM
P
W/L
T
HTR
1SBK
D
18" C
ON
C
18" CO
NC
18" CO
NC
15" C
ON
C
48" WW
& 1
SBW
48" WW
& 1
SBW
30" C&
G
MTL
48" WW
& 1
SBW
WD
DK
36" C
ON
C
15" C
ON
C
15" C
ON
C
48" C
ON
C
S
6" S
TE
EL
12"
CM
P
18" C
MP
DI
48" BK
DI
W/L
T
15’ C
ON
C
CMP A
T TH
IS E
ND
0.8’ CONC H
W
0.8’ CONC H
W
42" C
ON
C
0.8’ C
ONC HW
18"
CO
NC
42" CONC
CONCD
I
18" CO
NC
4.0
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8.4
’
SIN
GL
E B
AR
RE
LHW1
CE1
DIRECTIO
N A
PPROX
IMA
TE
DESTIN
ATIO
N U
NK
NO
WN
FL
OW
FLO
W
HW 1.5’ C
ONC
WW
0.8’ CONC
42" CONC
DESTINATION UNKNOWN
CU
L1
CU
L2
0.8’ C
ONC HW
18" C
ON
C
18" CO
NC
18" CM
P
DI
DI
CONC
CONC
18" C
ON
C
CON
CDI
0.8’ C
ONC HW
DI
18"
CO
NC
18" CONC
15" CON
C
CONC FES
18" CONC
FLOW
FLOW
CO
NC
FE
S
0.8
CO
NC
HW
18" P
LA
ST
IC
CB
DI
24" C
MP
18" C
ON
C
24" C
MP
DE
ST
IN
AT
IO
NU
NK
NO
WN
UN
DE
R F
ILL
PIL
E
CONC
CONC
CB
DI
18" P
LA
ST
IC
CB
1.0’ BRIC
K HW
15" C
ON
C
18" C
ON
C
24" C
ON
C
18" C
ON
C
CONC
CON
C
DI
DI
DI
15" C
ON
C
12" CONC H
W
24" CONC
18" C
ON
C18" C
ON
C18" C
ON
C
CON
C
CONC
18" CONC
DI
DI
18" C
ON
C
18" C
ON
C
0.8’ CONC H
W
CON
C
DI
18"
CO
NC
18" C
ON
C
18"
CM
P
CONC
CONC
DI
DI
0.8’
CO
NC
HW
LO
CA
TIO
N
APPR
OX
IMA
TE
DI
DI
24" C
ON
C
36" CONC
18" CMP
18" CMP
36" CONC
48" CONC1.0
’ CONC H
W
48" CONC
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
C
C
F
F
F
F
F
F
F
F
FF
F
F
F
F
F
F
C
C
F
F F
F
F
F
FF
F
FF
F
F
C
C
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
FF
C
C
C
C
C
C
C
C
F
F
F
F
F
FC
C
C
C
CCC
CC
C
C
CC
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
C
F
F
F
F
F
F
F
F
C
C
C
C
F
F
6" STL
2" S
TL
6" STL
SIGN
POWER JB
EOI
LT
LT
LT
LT
6" STL
6" S
TL
GTS
6" STL 6" STL
6" STL
6" STL
6" STL
GTS
2" PVC
6" PVC
6" PVC
2" PVC
SWITCH
POWERMETER
POWERMETER
2" PVC
6" PVC
2" PVC
6" PVC
6" PVC2" PVC
2" P
VC
2" PV
C
2" PVC
6" PVC
6" PV
C
6" STL
EOI
EO
I
6" STL
POW
ER
ME
TE
R
& SIGN
6" S
TL
6" S
TL
6" STL
SIG
N
GRO
UN
D L
T
GRO
UN
D L
T
6" S
TL
6" S
TL
FA
RM
TA
P
FA
RM
TA
P
6" S
TL
FA
RM
TA
P
FA
RM
TA
P
6" ST
L
6" STL
880+00860+
00
865+
00
870+
00
875+
00
885+
00
890+
00
895+
00
900+
00
905+
00 910+00 9
15+
00 9
20+00
925+00
930+00
935+00
940+
00
945+
00
950+
00
955+
00
960+
00
965+
00
970+
00
975+
00
980+
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985+
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990+
00
855+00
785+00
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
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RW MON
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RIG
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DB
1242 P
G 2
230
JOHNNIE MAE L. HARMON
RONNIE DEAN LEONHARDT
RA
Y H
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T D
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HA
M
REBAR
S83^17’29"W
S21^41’19"E
84.53’ CO
R-C
OR
S48^08’4
0"W
S37^27’4
0"W
N42^55’20"W
N62^59’20"W
N62^10’39"W
N88^49’36"W
S50^58’09"W
PR
OP
ER
TY
LIN
E =
CE
NT
ER
LIN
E B
UF
FA
LO
CR
EE
K
S40^43’3
2"W
S29^46’33"W
S45^35’3
7"W
92.1
7’
S62^34’1
2"W
10.5
1’
S62^34’1
2"W
PR
OPE
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= C
EN
TE
RL
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LO
CR
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REB
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S25^42’24"E
65.2
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REEK
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AR
EIP
74.75’ REB
AR
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S25^42’24"E
S16^34’33"W
68.3
9’ E
IP
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IP
EIP
S46^20’20"E
REB
AR
S21^41’19"E
20.9
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EB
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F S
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LB
Y
SA
TE
LL
ITE
CO
RP
OR
AT
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(PB
19 P
G 1
47)
S81^36’46"E
36.38’
N68^25’0
3"E
81.2
5’
N53^18’3
6"E
PR
OP
ER
TY
LIN
E =
CE
NT
ER
LIN
E B
UF
FA
LO
CR
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N46^49’0
4"E
94.8
6’
N34^03’34"E
N11^23’0
9"E
96.2
0’
S02^33’1
5"E
S46^51’57"E
EX
ISTIN
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EX
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G R
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CHORD
CH
OR
D
CHORD
CHORD
EIP
EIP
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PK NAIL
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CHORD
CHORD
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CH
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PR
OPE
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= E
XIS
TIN
G R
/W
PR
OPE
RT
Y L
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= E
XIS
TIN
G R
/W
197.75’ COR-C
OR
211.64’ COR-COR
622.65’ COR-COR
125.00’ COR-COR
790.7
3’ C
OR
-C
OR
365.0
0’ C
OR
-CO
R
204.4
6’
148.3
6’
29
3.7
1’
150.7
5’
214.50’ EIP-REBAR
6.2
9’ R
/W-R
EB
AR
120.98’
RE
BA
R-C
OR
102.9
8’
219.2
2’
120.1
5’
531.77’ CREEK-COR
NAIL
NAIL
S69^22’09"E
1470.00’
N07^04’5
2"W
427.5
8’
N78^5
8’08"E
172.4
6’ R
/W-C
OR
S46^01’52"E
323.04’ COR-R/W
N82^57’4
0"E
203.3
6’
N3
0^4
0’3
8"E
447.4
3’
N05^37’08"E
198.9
5’ R
/W-C
OR
234.1
9’ N
AIL
-CO
R
S82^45’51"E91.01’ S56^25’29"E
229.68’
N3
0^4
0’3
8"E
245.8
6’ R
/W-C
OR
276.2
5’ N
AIL
-C
OR
N43^21’1
5"E
446.4
3’ R
/W-C
OR
477.2
2’
EIP
-CO
R
N09^38’06"W22.16’
N44^40’26"E
5.50’
N08^34’11"W
354.0
9’ R
/W-C
OR
394.6
0’ E
IP-C
OR
N08^33’3
9"W
231.8
8’
N07^03’4
2"W
446.3
2’
N07^03’4
1"W
152.8
3’
S56^26’05"E
564.31’
N33^24’34"E
165.6
8’ R
/W-C
OR
190.4
8’
IRO
N-C
OR
N34^24’1
2"E
201.7
7’
CO
R-C
OR
N00^03’3
7"W
475.9
7’
N33^55’1
4"E
133.0
0’
S47^49’46"E
176.50’
N11^05’4
6"E
233.0
0’ R
/W-C
OR
S57^25’14"E
159.67’ COR-R/W
N11^13’4
2"E
268.1
3’ C
OR
-CO
R
S57^25’14"E
191.64’ R/W-COR
S57^25’14"E
197.90’ COR-COR
N2
9^1
8’5
5"E
N2
9^1
8’5
5"E
215.7
4’ R
/W-C
OR
S57^25’14"E
S57^25’14"E
99.00’
30
’ ST
RE
ET
DB
12
10
PG
22
86
N17^57’2
6"E
222.4
5’ R
/W
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OR
N17^57’2
6"E
215.7
7’ R
/W-C
OR
25
8.3
3’ E
IP
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OR
191.7
9’ R
/W-C
OR
N17^57’2
6"E
30.5
5’
99.50’ COR-COR
S57^25’14"E
191.00’
N2
3^3
2’0
2"E
187.7
4’ R
/W-C
OR
N42^54’5
0"E
123.3
8’
R/W
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R
S49^01’43"E128.00’ COR-CEDAR CEDAR
TREE
N42^55’3
5"E
104.2
6’ R
/W-C
ED
AR
97.3
7’
RE
BA
R-C
ED
AR
N47^08’03"E
553.3
0’
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DA
R-R
EB
AR
N42^32’0
1"E
93.3
1’
RW
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BA
R
93.5
0’
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BA
R-R
EB
AR
N47^11’0
1"E
349.2
0’
RE
BA
R-C
OR
N32^33’1
3"E
438.7
9’ R
/W-C
OR
S58^58’59"E
345.72’
N47^11’0
1"E
215.3
9’ C
OR
-R
EB
AR
S57^37’52"E51.66’ REBAR-REBAR
S57^09’58"E
437.11’ REBAR-COR430.11’ REBAR-EIP
N47^18’4
1"E
539.6
3’
RE
BA
R-E
IP
S74^41’28"E
135.59’ R/W
-COR
N03^31’2
3"E
43.6
6’
R/W
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R
S74^41’28"E100.00’
S74^41’28"E
264.00’ N03^31’2
3"E
134.8
3’ R
/W-C
OR
N03^31’2
3"E
647.1
2’ C
OR
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R
N03^50’1
3"E
593.6
8’ C
OR
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IP
N04^09’5
8"E
1221.2
8’ R
/W-E
IP
N17^57’2
6"E
886.0
0’
N73
^04’
21"E
167.5
0’
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
N04^02’0
4"E
167.9
8’
R/W
-EIP
219.8
5’
IRO
N-E
IP
N04^02’0
4"E
522.3
2’ E
IP
-C
OR
N04^02’0
5"E
67.3
9’
S84^31’51"E361.14’
S84^31’51"E103.72’N
05^28’0
9"E
80.7
3’
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4’0
9"W
534.6
7’ R
/W-C
OR
537.6
7’ R
EB
AR
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OR
N72^10’5
5"E
187.
15’
N02^14’2
6"W
185.4
3’
R/W
-CO
R
S86^17’31"W154.88’
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’ CO
R-C
OR
N71^5
5’1
7"E
739.
02’ CO
R-IRO
N
N69^2
4’3
0"E
808.5
0’ C
OR
-CO
R
N30^00’30"W
1494.41’ COR-COR
N69^56’3
0"E
916.4
9’
N30^00’30"W
533.97’ CO
R-C
OR
N47^59’3
0"E
1143.1
7’
S42^00’29"E
593.95’
S29^46’07"W
63.2
5’
S37^40’47"E
528.00’
S50^10’47"E
115.50’
S03^10’4
7"E
346.5
0’
N68^49’1
3"E
617.4
9’ R
/W-C
OR
S16^51’23"E
66
0.0
0’
S33^51’23"E
462.00’
S19^21’23"E
176.88’
S03^21’2
3"E
364.3
2’
N44^38’3
7"E
157.0
8’
CO
R-C
OR
S46^36’0
4"W
148.6
6’
R/W
-CO
R
S49^12’39"E
129.65’ COR-REBAR
S36^38’2
1"W
138.6
0’ R
/W-R
EB
AR
(T
OT
AL
)136.2
5’
(RE
BA
R-R
EB
AR
)
N36^38’03"E
294.0
5’ R
/W-C
OR
N06^57’3
2"W
N07^52’4
4"W
290.0
4’ R
/W-C
OR
212.0
5’ R
/W-C
OR
N36^38’03"E
103.3
0’
N36^38’03"E
143.3
9’
CO
R-R
EB
AR
N11^42’2
3"E
142.8
2’
R/W
-RE
BA
R
140.9
1’
RE
BA
R-R
EB
AR
S88^02’50"E
101.76’ REBAR-R
/W
S88^02’50"E
39.91’ AXLE-R
EBARN15^21’4
5"E
80.1
9’
AX
LE
-EIP
S87^58’05"E
139.26’ EIP
-R/W
S87^09’05"E
193.32’ R
/W-C
OR
N06^34’01"E
130.0
0’ A
XL
E-C
OR
S82^47’25"E
101.87’ R/W
-EIP
110.04’ EIP-E
IP
S82^11’05"E
90.93’ EIP
-AXLE
N05^57’0
1"E
122.8
1’ E
IP
-E
IP
S78^10’57"E107.0
4’ R/W
-EIP
112.31’ EIP-EIP
S78^17’04"E
91.00’ E
IP-C
OR
N05^51’4
2"E
65.0
0’
CO
R-E
IP
N05^51’4
2"E
65.0
0’
CO
R-C
OR
S84^52’52"E
140.21’ COR-E
IP
150.21’ EIP-EIP
N05^59’1
2"E
N06^06’4
2"E
178.3
9’
R/W
-CO
R
189.7
3’ R
/W-E
IP
S86^56’29"E
24.88’ E
IP-R
EBA
R
S86^07’39"E
150.36’ REBAR-REBAR
N35^58’04"E
291.8
3’ R
/W-R
EB
AR
291.2
4’
RE
BA
R-R
EB
AR
N01^14’0
4"E
208.9
8’ R
EB
AR
-CO
R
S86^57’30"E
537.80’
N51^38’0
0"E
699.9
2’
R/W
-CO
R
N24^02’49"E
28.99’ R
/W-R
/W
29.11’ AXLE-R/W
(TOTAL)
152.26’ AXLE-E
IP
N03^28’38"E
235.4
6’ R
/W-R
/W
235.3
8’ A
XL
E-R
/W (T
OT
AL
)
N03^29’1
1"W
306.2
0’ R
/W-R
/W
402.7
7’ R
/W-E
IP (T
OT
AL
)
N03^46’1
5"E
515.7
5’
RW
MO
N-C
OR
N00^55’2
5"W
253.0
7’ C
OR
-R/W
N75^4
5’0
3"E
100.0
0’
N14^13’5
0"W
100.2
5’
N76^1
1’10"E
200.0
0’
N14^1
3’5
0"W
618.1
1’ R
/W-C
OR
618.2
5’ C
M-C
OR
N03^50’5
0"W
139.7
5’
N78^04’1
0"E
256.19’
N79^26’1
0"E
100.00’
N82^52’1
0"E
100.00’
N86^26’1
1"E100.0
0’
N89^44’1
0"E54.9
7’
S38^55’50"E
95.33’
N12^37’3
1"E
617.6
3’
N60^53’1
0"E
339.7
8’ R
/W-C
OR
340.0
2’ C
M-C
OR
S33^23’4
9"E
86.63’ COR-R/W
N08^49’4
7"W
368.2
4’ R
/W-C
OR
440.7
8’ N
AIL
-CO
R
N74
^22’
59"E
247.9
6’
S60^18’10"E92.63’ S76^02’02"E147.60’
N13^38’45"W
112.5
4’ R
/W-R
EBA
R
185.5
6’ N
AIL
-REBA
R
N40^10’02"W
114.95’ REBAR-COR
N24^57’39"W
47.0
4’
N24^49’0
0"W
812.12’
N05^34’1
0"W
320.0
8’
S60^37’36"E
479.42’
N2
2^0
7’3
7"E
356.5
7’
N46^21’26"W
158.35’
N46^21’26"W
575.63’
N11^45’08"W
627.0
2’ R
EB
AR
-CO
R
N78^1
6’30"E
148.41’ C
OR
-EIP
N11^47’2
2"W
153.3
9’ R
/W-C
OR
N11^42’42"W
153.4
0’ R
/W-E
IP
N11^33’31"W
N11^3
1’0
3"W
N78^2
8’26"E
209.6
2’
N11^35’4
6"W
N11^35’03"W
149.6
0’ R
/W-C
OR
207.9
0’ C
OR
-CO
R
207.9
0’ C
OR
-CO
R
148.8
8’ R
/W-C
OR
209.5
9’ R
EB
AR
-CO
R
N03^46’1
5"E
263.1
3’ C
OR
-R
/W
N46^06’1
1"E
2090.1
9’
N87^52’25"W246.75’
N49^50’25"W
130.96’
N49^50’25"W
85.00’
N88^13’17"W
258.44’ R/W
-COR
S01^20’3
5"W
176.6
5’
N79^25’1
7"W412.2
8’ R/W
-CO
R
410.68’ EIP-COR
S63^12’14"E
145.07’ R/W-EIP
N53^57’4
6"E
343.6
2’ E
IP-E
IP
S62^48’14"E
351.45’ COR-EIP
S23^53’3
5"W
88
.65
’ C
OR
-R
/W
S23^53’3
5"W
77
.73
’ R
/W-C
OR
N78^5
8’08"E
154.26’
CO
R-R
/W
S20^5
6’5
2"E
219.0
2’ R
/W-C
OR
S81^15’02"E546.15’ R/W
-COR
576.43’ NAIL-C
OR
S29^24’10"E
179.08’ CO
R-E
IP
N02^53’26"E
10.47’ EIP-EIP
N03^32’1
1"E
60.4
4’ E
IP
-E
IP
N03^19’0
5"E
203.3
5’ R
/W-E
IP
212.2
3’ E
IP
-E
IP
N11^17’27"W
N78^14’2
9"E
218.7
4’ R
/W-C
OR
308.02’
CO
R-E
IP
N13^32’4
1"E
339.9
1’ R
/W-C
OR
S48^07’46"E
128.18’ R/W-EIP210.08’ EIP-EIP
N34^40’48"E
483.1
0’ R
/W-E
IP
501.8
3’ E
IP
-E
IP
S09^11’0
8"W
400.0
0’ R
/W-R
/W
428.7
2’ E
IP
-E
IP
4.56’
N13^46’5
4"E
119.6
1’
R/W
-EIP
144.3
7’
EIP
-EIP
S79^15’07"E137.1
6’ EIP
-EIP
N10^49’4
9"E
91.8
4’ R
/W-E
IP
S10^54’4
8"W
216.1
0’ R
/W-E
IP
216.3
7’ E
IP-E
IP
S34^43’5
9"W
303.8
4’ R
/W-C
OR
S09^53’0
1"E
521.3
2’
S09^53’0
1"E
165.0
0’
S29^36’5
9"W
180.2
8’
S13^36’5
9"W
224.0
0’
N61^1
0’1
0"E
666.9
6’
S12^02’3
6"E
104.9
2’
S38^03’5
3"W
177.5
9’
S43^03’2
4"W
427.9
2’
S41^38’2
4"W
79.0
0’
S02^21’5
0"E
N78^0
2’26"E
259.5
6’
S02^21’5
0"E
154.8
6’ R
/W-C
OR
178.3
4’ E
IP-C
OR
S07^02’04"W
190.3
6’ R
/W-C
OR
S07^02’0
4"W
484.3
8’ C
OR
-C
OR
N85^13’5
4"E
504.24’
S09^32’0
1"W
209.7
0’
R/W
-CO
R
N86^58’0
4"E153.2
3’
S09^32’5
1"W
183.7
6’
EIP
-CO
R
S01^17’0
3"E
460.8
2’ R
/W-C
OR
S26^54’3
4"W
89.3
1’ R
/W-C
OR
14
2.9
1’ R
EB
AR
-CO
R
S57^26’41"E
25.00’
S02^04’1
9"E
287.0
6’ C
OR
-CO
R
S81^35’25"E150.00’
S81^18’29"E193.96’ C
OR-REBAR
S2
6^5
6’2
6"W
24
7.9
9’ R
/W-R
EB
AR
302.3
0’ R
EB
AR
-R
EB
AR
S81^25’52"E
153.57’ R/W
-COR
S81^25’52"E94.00’
N81^25’52"W137.00’ C
OR-AXLE
S88^53’33"E
S88^53’33"E94.0
0’
S88^53’33"E
137.00’
110.66’
R/W
-CO
R
S08^16’1
0"W
218.5
3’
S08^28’22"W
206.3
2’
S08^48’5
8"W
188.5
3’
AX
LE
-CO
R
S25^38’32"W
16.48’ IRON-AXLE
S27^05’09"W
257.0
1’ R
/W-IR
ON
S54^57’28"E
397.00’ IRON-COR
S19^28’0
4"W
280.5
7’ R
/W-C
OR
S31^41’56"E
294.00’
S68^11’56"E
203.00’
S44^11’56"E
496.00’
N77^0
3’04"E
388.0
0’
S15^44’4
7"W
500.7
7’
S87^13’37"E1016.12’
S55^04’5
0"W
540.0
0’
S15^33’0
4"W
273.1
7’
S75^33’39"E414.00’
S75^33’39"E447.00’ COR-IR
ON
S75^33’39"E295.07’ IRON-R/W
291.97’ IRON-IR
ON
S17^33’4
2"W
419.7
1’
R/W
-IR
ON
420.5
3’
RE
BA
R-I
RO
N
S17^30’1
0"W
217.5
3’ C
OR
-CO
R
N74^1
5’4
0"E
N74
^18’
18"E
498.6
9’ CO
R-R
/W
499.
26’ CO
R-R
EBA
R
446.3
6’ CO
R-R
/W
447.1
4’ CO
R-E
IP
S18^03’5
8"W
96.8
4’ C
OR
-C
OR
S18^03’58"W
143.7
8’ C
OR
-CO
R
N74^1
5’4
0"E
127.1
2’ CO
R-C
OR
N74^1
5’4
0"E
239.9
3’ CO
R-R
/W
239.
87’ CO
R-IRO
N
S35^13’05"E
51.98’
163.5
9’
N65^5
1’2
2"E
107.3
1’ C
OR
-R/W
104.2
9’ C
OR
-IR
ON
S18^29’2
4"W
337.1
0’ R
/W-R
EB
AR
338.0
2’ R
EB
AR
-RE
BA
R
S18^07’50"W
60.51’ REBAR-REBAR
S18^11’4
7"W
136.9
1’ R
EB
AR
-C
OR
S17^47’2
1"W
383.2
5’ R
/W-R
/W
382.9
0’ R
EB
AR
-RE
BA
R
0.11’
S75^34’06"E275.57’ R/W-COR
275.17’ IRON-COR
S05^19’3
1"W
380.6
3’ R
/W-C
OR
359.6
1’ E
IP
-C
OR
S05^19’3
1"W
394.9
4’ C
OR
-CO
R
S85^51’49"E
518.42’ C
OR-C
OR
S04^23’5
0"W
226.9
8’ R
/W-C
OR
S04^23’5
0"W
516.0
7’ C
OR
-R
/W
547.0
0’ C
OR
-RR
SP
IKE
N53^08’09"E
307.6
0’
S04^23’50"W
437.0
7’ R
/W-C
OR
468.0
0’ R
RS
PIK
E-C
OR
S03^04’4
0"W
598.9
2’ R
/W-C
OR
600.3
4’
CM
-CO
R
S20^1
6’0
0"E
457.4
2’ R
/W-C
OR
S80^41’43"E574.94’
S81^18’14"E803.21’
S21^07’36"E
395.4
3’
S70^03’09"E
951.32’
S25^58’54"E
132.42’ R/W
-R/W
143.54’ CM
-EIP
7.16’
S05^48’5
9"E
S05^41’4
5"E
147.6
6’ R
/W-C
OR
128.5
2’ C
OR
-RE
BA
R
N84^02’0
4"E
433.54’
RE
BA
R-R
EB
AR
S06^36’2
3"E
366.6
7’ C
OR
-RE
BA
R
S06^3
0’3
5"E S87^19’46"W
30.00’
S06^36’22"E
40.06’ R
/W-C
OR
45.00’ R
W M
ON
-CO
R
S31^46’59"E
56.00’ R/W
-REBAR
54.49’ REBAR-R
EBAR
S31^46’25"E
61.00’ REB
AR
-EIP
S09^43’1
1"W
82.9
8’ R
EB
AR
-R
EB
AR
S83^49’00"E320.67’ E
IP-EIP
S22^01’11"E
104.51’ R/W
EIP
S28^36’4
5"W
27
9.6
6’ R
EB
AR
-E
IP
S89^05’50"E
183.24’
EIP
-EIP
S00^19’3
7"E
278.3
0’ E
IP-E
IP
S00^41’4
0"E
2322.1
4’ E
IP-C
OR
S40^19’44"E
1821.80’ EIP-COR
S00^39’20"E
544.0
0’
S84^31’40"E1683.54’
S06^41’0
5"W
622.8
7’
S12^22’4
3"E
948.4
5’
S13^53’29"E
346.5
0’
S09^37’4
7"E
1398.3
5’ R
/W-C
OR
1398.2
1’ A
XLE-C
OR
N44^50’1
1"E
570.0
6’
S84^24’49"E816.14’
N23^45’1
1"E
234.5
7’
N65
^19’
21"E
632.0
0’
S19^23’09"W
7.14’
N64^5
3’1
7"E
S66^36’51"E
561.26’ R/W-COR
612.48’ RW MON-COR
N62^12’2
8"E
249.3
9’
S39^04’49"E
86.76’ R/W-CO
R
S04^42’0
9"W
222.6
3’ C
OR
-R
/W
102.3
9’ C
OR
-R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EX
ISTIN
G R
/W
EX
ISTIN
G R
/W
EXISTING R/W
EX
IST
ING
R/W
R/W VARIES ACCORDIN
G TO
STATE PROJECTS: 8
238 & 6.801783
EXISTING R/W
EXISTING R/W
370’ R
/W
(185’
EA
CH
SID
E O
F C
EN
TE
RL
INE
)
PE
R S
TA
TE
PR
OJE
CT
: 6
.801783
EXISTIN
G R/W
R/W
VA
RIE
S A
CC
OR
DIN
G T
O
STATE P
RO
JEC
TS: 8238 &
6.8
01783
EX
IST
ING
R/W
EXISTIN
G R/W
R/W V
ARIES A
CCORDING T
O
STATE PROJE
CT: 6.801783
EX
ISTIN
G R
/W
EX
ISTIN
G R
/W
200’ R
/W
PER
STA
TE P
RO
JEC
T: 8
238
200’ R
/W
(100’ E
AC
H S
IDE O
F C
EN
TER
LIN
E)
PER
STA
TE P
RO
JEC
T: 8
238
200’ R/W
(100’ EACH SIDE OF CENTERLINE)
PER STATE PROJECT: 8238
200’ R/W
(100’ EACH SIDE OF CENTERLINE)
PER STATE PROJECT: 8238
200’ R
/W
(100’ EA
CH
SID
E O
F C
EN
TER
LIN
E)
PER
STA
TE P
RO
JEC
T: 8
238
EX
ISTIN
G R
/W
EX
ISTIN
G R
/W
200’ R
/W
PER
STA
TE P
RO
JEC
T: 8
238
BEGIN EXISTING
CO
NT
RO
L O
F A
CC
ES
S
BEGIN EXISTIN
G
CO
NT
RO
L O
F A
CC
ES
S
EX
ISTIN
G R
/W
EXISTING CONTROL OF ACCESS LIN
E
EXISTING R/W
EXISTING R/W
EX
IST
ING
R/W
EXISTIN
G R/W
R/W VARIES ACCORDIN
G TO
STATE PROJECT: 6
.801783
EXISTING CONTROL O
F ACCESS LIN
E
EX
IS
TIN
G R
/W
EX
IS
TIN
G R
/W
40’ R
/W
EXISTING R
/W
EXISTING R/W
EX
IST
ING
R/W
EX
IS
TIN
G R
/W
60’ R/W
EX
IST
ING
R/W
EX
IS
TIN
G R
/W
60’ R/W
EX
IS
TIN
G R
/W
EX
IST
ING
R/W
60’ R/W
EX
ISTIN
G R
/W
EX
ISTIN
G R
/W
50’ R
/W
EXISTING R/W
EXISTING R/W
50’ R
/W
EXIS
TING
R/W
EXIS
TING
R/W
50’ R
/W
EXISTING R/W
EX
IST
ING
R/W
(25’ F
RO
M C
EN
TE
RL
INE
)
EXIS
TING
R/W
PER PB 6 PG 51
EX
IS
TIN
G R
/W
PE
R P
B 6
PG
51
S02^21’5
0"E
73.3
8’ C
OR
-R/W
449.7
6’ R
/W-C
OR
EX
IST
ING
30’ P
RIV
AT
E R
/W
PE
R P
B 6
PG
51
EX
IST
ING
30’ P
RIV
AT
E R
/W
PE
R P
B 6
PG
51
EXISTING R/W
EXISTING R/W
60’ R
/W
EXISTING R/W
EXISTING R/W
60’ R
/W
EX
IS
TIN
G R
/W
EX
IS
TIN
G R
/W
60’ R/W
EXISTIN
G R
/WEX
ISTIN
G R
/W
60’ R
/W
EX
ISTIN
G R
/W
EX
ISTIN
G R
/W
60’ R
/W
EX
ISTIN
G R
/W
EX
ISTIN
G R
/W
60’ R
/W
EXISTIN
G R
/W
EXISTIN
G R
/W
60’ R
/W
EXISTING R/W
EXISTIN
G R/W
60’
R/W
EX
IST
ING
R/W
EX
IS
TIN
G R
/W
60’ R/W
EX
IST
ING
R/W
EX
IST
ING
R/W
60’ R/W
EX
IST
ING
R/W
EX
IST
ING
R/W
45’
R/W
(15’
NO
RT
H O
F C
)
(30’ S
OU
TH
OF
C)
L
RONALD B. D
RUM, e
t al.
EXISTING R/W
EXISTING R/W
80’ R
/W
68’ TR
AN
SMIS
SION
LIN
E R/W
(DU
KE P
OW
ER
CO
MPA
NY
)
68’ TR
AN
SMIS
SION
LIN
E R/W
(DU
KE P
OW
ER CO
MPA
NY
)
68’ TR
AN
SM
ISSIO
N L
INE R
/W
(DU
KE P
OW
ER
CO
MPA
NY
)
SOLID
IRON
SOLID
IRON
SOLIDIRON
SOLID IRON
SOLID
IRO
N
SO
LID
IRO
N
SOLID
IRON
SOLID
IRO
N
S18^13’4
2"W
630.0
0’
S11^13’4
2"W
40.0
0’
CIT
Y O
F K
ING
S M
OU
NTA
IN
EX
TRA
TERRIT
ORIA
L JU
RIS
DIC
TIO
N
CLEV
ELA
ND
CO
UN
TY
JURIS
DIC
TIO
N
CIT
Y O
F K
ING
S M
OU
NT
AIN
EX
TR
A T
ER
RIT
OR
IAL
JU
RIS
DIC
TIO
N
CL
EV
EL
AN
D C
OU
NT
Y J
UR
ISD
ICT
ION
N40^59’5
2"E
R/W VARIES ACCORDIN
G TO
STATE P
RO
JEC
TS: 8238 &
6.8
01783
EXISTIN
G R/W
EXISTIN
G R/W
S40^19’44"E
1821.80’ EIP-COR
P L
P L
P L
P L
P L
P L
P
L
PL
PL
PL
P
L
P
L
P
L
P L
P L
P L
P L
PL
PL
P L
P
L
P
L
PL
PL
PL
PL
PL
PL
P
L
P LP
L
P L
PL
PL
P LP L
PL
PL
P
L
PL
PL
P
LP
L
PL PL
PL
PL
PL
PL
PL
PL
P
L
PL
PL
PL
PL
PL
PL
PL
P L
P L
P L
PL
PL
PL
PL
PL
PL
PL
PL
P
L
PL
PL
PL
PL
PL
PL
PL
P
L
PL
PL
PL
P L
PL
P
L
PL
PL
PL
P
L
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
P
L
PL
P L
P L
P L
P
L
P L
P
L
P
L
P L
P L
PL
PL
P
L
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
P L
P L
P L
PL
PL
PL
PL
PL
PL
PL
PL PL
PL
PL
PL
P L
PL
PLP L
PL
PL
PL
PL
P
L
PL
P
L
PL
PL
PL
PL
PL
PL
PL
P L
P L
PL
PL
PL
PL
PL
P
L
P
L
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
P
L
P
L
PL
P
L
P
L
PL
PL
P
L
PL
PL
PL
PL
PL
PL
PL
P
L
PL
PL
PL
PL
PL
PL
P L
PL
PL
P L
PL
PL
PL
P L
PL
PL
P L
PL
PL
P
L
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
P
L
PL
P
L
PL
PL
PL
PL
P
L
P
L
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
P L
P L
PL
P
L
PL
PL
PL
PL
PL
PL
P
LP
L
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
P
L
P
L
PL
PL
PL
PL
P
L PL
PL
PL
PL
P
L
PL
PL
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
3435
36
37
38
38
39
40
41
42
43
44
45
4647
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 AMMAYOLIVER 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
CL CL
.02
GRADE
POINT
CL
.02
.02
.08.08
.082:1 M
AX
.02
GRADE
POINT
.02.02
-Y5-
US 74 EBL
-Y5-
US 74 WBL-Y4-
.04 .04
DOUBLE FACE
GUARDRAIL
8’-6"
CLEV
ELA
ND
CO
UN
TY
JUR
ISD
ICTIO
N
CIT
Y O
F K
ING
S M
OU
NTA
IN
EX
TR
A T
ER
RIT
OR
IAL JU
RIS
DIC
TIO
N
CIT
Y O
F KIN
GS M
OU
NTA
IN
EX
TR
A T
ER
RIT
OR
IAL JU
RISD
ICTIO
N
CLEV
ELA
ND
CO
UN
TY
JUR
ISDIC
TIO
N
CIT
Y O
F K
ING
S M
OU
NT
AIN
EX
TR
A T
ER
RIT
OR
IAL
JU
RIS
DIC
TIO
N
CL
EV
EL
AN
D C
OU
NT
Y J
UR
ISD
ICT
ION
Functional Class. = Arterial
Design Speed = 70 mph
Max. Superelev. = 0.08
GRADE
POINT
6:16:1
6:1
EXIST. GROUND
EXIST. GROUND
2:1
VARIABLESLOPES
6:1
VARIABLESLOPES
EXIST. GROUND
EXIST. GROUND
CL -L-
TYPICAL SECTION
FDPS FDPS FDPSFDPS
VAR. 24’ TO 48’
0.04 0.02
0.02
0.02 0.08
6:1 6:10.08 0.02 0.02 0.02 0.04
TYPICAL SECTION
(-Y5-) EXISTING US 74
2:1 MAX
GRADE
POINTEXIST. GROUND
EXIST. GROUND
FDPS FDPS FDPS FDPS
MA
TC
HLIN
E R
OLL 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
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
5 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 5 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
5 O
F 5CLEVELAND COUNTYP
RO
JE
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
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
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
050100 100 200
1"=200’
PROPOSED NOISE WALLPROPOSED NOISE WALL
050100 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)
PRO
PR/W
+35.98 40.00’+20.94
40.00’ +29.4540.00’
+66.53 -RPC-
75.00’
+00.00 -RPC-
75.00’
+75.00 -RPC-
75.00’
+09.53 -RPC-
80.00’
+41.66
184.67’ TIE
TO EXIST. FENCE
+00.0
0
105.0
0’
+00.00 -SR6-
62.00’
+10.00 -RPB-
96.00’
+00.00 -Y42-
60.00’
BEG. C/A &FENCE
+80.00 -Y42-150.00’
+77.72 -SR7-
60.00’
+16.03 -
SR7-
60.00’
+25.42 -S
R7-
60.00’
+75.00 -L
-
183.74’ TIE
TO EXIST. FENCE
+00.00 -L
-
110.00’
+49.78 -
SR7-
60.00’
+18.6
5 -SR
7-
60.00’
+25.0
0
95.0
0’
+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’
+30.00 -RPC-
80.00’
SOIL
SO
IL
SOIL
SO
IL
SOIL
10’ C
ON
C
US 74 W
BL 24’ A
SPH
SO
IL
GR
BST
GR
POND
10’ CONC
SR
21
28
JO
HN
SO
N R
D 2
0’ B
ST
GR
POOL
SOIL
POND
BST
GR
SO
IL
SOIL
24’ B
ST
BST
15
’ B
ST
BU
FF
AL
O C
RE
EK
BU
FF
AL
O C
RE
EK
BST
BST
BST
SO
IL
BS
T
BST
10’ BST
BST
GRGR
GR
10’ CO
NC
GR
GR
10’
CO
NC
9’
BS
T
GR
W. E
. 701.8
SR 2089 SERVICE RD 18’ BST
SR 2325 H0EY CHURCH RD 24’ BST
SR 2
203 W
AK
E R
D 2
0’ B
ST
SR 2325 HOEY CHURCH RD 24’ BST
US 7
4 E
BL 2
4’ A
SPH
W. E. 7
76.1
SOIL
SR
2128 J
OH
NS
ON
RD
19’ A
SP
H
SR 2128 J
OHNSON RD 1
9’ ASPH
WBL
EB
L
US 74 EBL 36’ ASPH
US 74 WBL 36’ ASPH
US 74 WBL 24’ ASPH
US 74 EBL 24’ ASPH
US 7
4 W
BL 2
4’ A
SPH
US 74 E
BL 24’ A
SPH
WBL
EBL
EXIST C & G
WBL
EBL
EXIST C & G
BST
BST
SR
2238 L
ON
G B
RA
NC
H R
D 2
2’ B
ST
12’ B
ST
GR
SR 2255 ANTHONY RD 17’ BST
12’ C
ON
C
18’ C
ON
C
12’
CO
NC
22’ C
ON
C
POOL
9’ BST
MIDWAY LAKE RD 16’ BST
MID
WA
Y L
AK
E R
D 1
6’ B
ST
10’ C
ON
C
12’ CONC
GR
GR
SR 2168 ANTHONY FARM RD 18’ BST
GR
US 74 E
BL
BST
GR
SR 2168 ANTHONY F
ARM R
D 26’ B
ST
SOIL
GR
GR
GR
GR
SOIL
SO
IL
GR
GR
GR
GR
GR
GR
GR
GR
SO
IL
SO
IL
US 7
4 W
BL
26’ B
ST
2’ BST
GR
US 74 EBL 24’ BSTUS 74 WBL 26’ BST
3’ BST
GR
GR
MID
WA
Y L
AK
E R
D 1
2’ B
ST
12’ CONC
POOL
GR
PO
TT
S C
RE
EK
RD
20’ B
ST
GR
BE
AS
PL
GR
GR
GR
GR
GR
9’ B
ST
GR
10
’ BS
T
BST
GR
GR
POND
POND
8’ BST
GR
CO
NC
GR
BST
GR
CO
NC
SR 2245 B
ETH
LEH
EM
RD
20’ BST
SOIL
GR
GR
GR
GR
GR
GR
SOIL
SO
IL
SOIL
SOIL
GR
SOIL
US 74 WBL 26’ BST
US 74 EBL 24’ BST
SO
IL
GR
GR
3’ BST
US 74 EBL 24’ BST
US 74 WBL 24’ BST
SR
2042 A
UTU
MN
WO
OD
S D
R 2
1’ B
ST
GR
GR
GR
GR
GR
GR
GR
SR 2
245 B
ETH
LEH
EM
RD
20’ B
ST
SR
2244 H
AR
MO
N R
D 2
0’ B
ST
22’ BST
GR
GR
18’ C
ON
C
CONC
18’
CO
NC
SR
2041 W
ILL
IAM
S R
D 1
8’
BS
T
10’ BST
BST
8’ C
ON
C
SR 2042 A
UT
UM
N W
OO
DS D
R 20’ B
ST
CONC
GR
US 7
4 E
BL 2
4’ B
ST
US 7
4 W
BL 2
4’ B
ST
SR 2
319 14’ B
ST
SR 2319
14’ BST
GR
CONC
BST
GR
GR
BST
SOIL
GR
CO
NC
CONC
GR
SR
2244 H
AR
MO
N R
D 1
8’
BS
T
CO
NC
CONC
CO
NC
GR
GR
8’ B
ST
GR
GR
SOIL
GR
GR
GR
GR
GR
GR
SOIL
GR
GR
2’ BST
2’ BST
2’ BST
US 74 WBL 24’ BST
US 74 EBL 24’ BST
GR
SO
IL
GR
SOIL
GR
GR
2’ BST
2’ BST
US 74
WBL
24’ BST
US 7
4 EBL
24’ BST
GR
12’ CO
NC
GR
GR
SR
2603 D
AV
ID B
APTIS
T C
H R
D 2
4’ B
ST
US 74 EBL 24’ B
ST
US 7
4 WBL
24’ BST
BST
14’ BST
BST
SR
2603 D
AV
ID B
APTIS
T C
H R
D 2
4’ B
ST
GR
GR
GR
SOIL
GR
GR
GR
GR
2’ BST
2’ BST
2’ BST
2’ BST
BS
T
2’ BST
2’ BST
2’ BST
2’ BST
US 7
4 EBL
24’ BST
US 7
4 W
BL BST
SR
2248 B
ET
HW
AR
E R
D 1
8’
BS
T
22’ B
ST
BST
CO
NC
11’ BST
BST
11’ BST
10’ CO
NC
SR
2603 D
AV
ID B
APTIS
T C
H R
D 2
4’ B
ST
CONC
GR
GR
2’ BST
2’ BST
2’ BST
2’ BST
GR
GR
GR
US 74 WBL B
ST
US 7
4 EB
L 24’ B
ST
SLO
PE ST
AK
E L
INE
SLO
PE S
TA
KE L
INE
SLO
PE S
TA
KE L
INE
.08
.08
.07
.07
.06
.06
.05
.05
.04
.04
.08
.08
.07
.07
.06
.06
.05
.05
.04
.04 .0
3.0
3
.02
.02
.02
.01
.01
.00
.02
.02
.02
.03
.03
.04
.04
.01
.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
.00
.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
.04.0
3.02
.02
.02
.01
.01
.00
.04
.03
.02
.02
.02.01
.01
.00
.00.0
1
.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
.02.02
.01
.01
.00
.02
.07
.06
.05
.04
.03
.02 .02
.02
.01
.01
.00
.07
.06
.05
.04
.03
.02
.02
.02
.01
.01
.00
.02
.01
.01
.00
.04
.03.0
2
.02
.01
.01.0
0
.03
.04 .0
3
.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
.01.0
0
.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
.04
.05
.06
.02.00
.01
.02
+4
5.6
7+
45
.67
+65.6
4
+23.2
6
+8
3.2
6
+80.0
0
+20.0
0
+1
7.5
3+
17
.53
+09.1
4
+54.1
4
+79.14
+79.3
8
+94.3
8
+41.4
0
+41.4
0
.02
.02
.02
.02
.02
.02
.02
.02
.02
.02
+21.3
5
+39.7
2
.02
.02
.02
.02
+25.4
2
+50.00
.03
.03
+66.4
4
+41.4
4
+41.0
3
.06.0
6
+01.4
1
+85.3
0+59.8
3
+14.7
0
+89.8
9
+21.1
2
.02
.02
.02
.02
+5
2.6
4
25.00’(TYP)
+43.3
3
+42.2
8
+22.7
3
+73.3
6
+81
.17
+84.0
0
+35.0
0
+50.0
0
+46.5
3
+00.0
0
+00.0
0
+12.2
7
+74.0
0
+35.3
0
+55.7
9
+32.0
0
+49.33
+48.05
+52.4
7
.02
.02
.01
.01
.00
.03
.04
.05
.02
.05
.04
.03
.02
.02
.01
.01
.00
.02
25.00’
(TYP.)
+83.7
3
.02
.01
.08
.07
.06
.05 .01
+25.00
4’ PAINTED ISLAND
4’
PA
INT
ED
IS
LA
ND
.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’
12’
12’
+41.6
7
+75.0
09’ PS
108^44’41.3"
+05.0
09’ P
S
+38.3
3
12’
12’
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’
+03.1
3
9’
-L-
PRO
POSE
D W
W FE
NC
E
PR
OPO
SED
WW
FEN
CE
PR
OPO
SED
WW
FEN
CE
PROPO
SED W
W FEN
CE
PR
OP. W
W F
EN
CE
PR
OPO
SED
WW
FEN
CE
PR
OPO
SED
WW
FEN
CE
PR
OPO
SED
WW
FEN
CE
36’
4’
PS
4’
PS
4’PS
4’PS
23’
23’
RA
MP
C
.02
PR
OP
OS
ED
WW
FE
NC
E
OB
LIT
ER
AT
E L
EN
GT
H 3
67’
23’
23’
4’
PS
4’
PS
4’
PS
10’
PS
+07.5
+45
9’
.02
.02
+80
+17.5
PR
OP
. W
W F
EN
CE
12’
+15
PROP. W
W F
ENCE
.08
PR
OPO
SED
C &
G
+24.8
8
R=50’
+60.1
9
R=50’
PROP. C & G
Y4
PROP. WW FENCE 26+
48.2
7 R
AM
P "
D"
EN
D P
RO
P. W
W F
EN
CE
BE
GIN
PR
OP
. CL
FE
NC
E
PRO
P. WW
FEN
CE
PR
OP. W
W F
EN
CE
PR
OP. W
W F
EN
CE
PR
OP. W
W F
EN
CE
PR
OP. W
W F
EN
CE
PRO
P. G
R
PR
OPO
SE
D W
W F
EN
CE
10’
+00
10’
+41
4’
PS
+56
R=250’
10’
10’
+76.6
9
WBL
PROP. 2.5’ C & G
5" MONO. CONC. ISLAND (KEYED-IN)
S 21^ 06’ 38.8" E
PROP. WW FENCE
PRO
P. WW
FENC
E
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+0020+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
LO
OP A
RA
MP
C
PRO
P. US 74 (-L
-)
2005
2025
CURRENT
US 74
ADT (HUNDREDS)
116
181
116
181
1424
102
157
100172
1424
102157
14
24
100172
100172
100172
202329
202329
102157
320’
RIG
HT O
F W
AY
378’
EX
IST
. RIG
HT
OF
WA
Y
CEMETERIES
POND
SR
2244 (
HA
RM
ON
RD
.)
-L- P
RO
PO
SED
US 74 S
HELB
Y B
YPA
SS
POND
US 74
-Y4- SR 2089 SERVICE RD 18’ BST
BU
FF
AL
O C
RE
EK
TO
US
29
US 74
PROPOSED -SR6-
-Y
41- P
OT
TS
CR
EE
K R
D.
TO SOUTH CAROLINA
-Y42- SR 2245 (BETH
LEHEM
RD.)
SR
2244
(HA
RM
ON
RD
.)
-Y45- S
R 2042 (A
UT
UM
N W
OO
DS D
R.)
SR 2042 (AUTUMN WOODS DR.)
SR
2041 (W
ILL
IAM
S R
D.)
US 7
4
PROPOSED -SR8-
-SR
7- S
R 2
603 (D
AV
ID B
APTIS
T C
HU
RC
H R
D.)
US 74
TO
US 7
4
TO KIN
GS MOUNTAIN
46’ MED
IAN
64’ MEDIAN
24’
28’
28’
180324
171
308182
329
9
16
8
15
4
810
18
16
29
7
12
9
17
16
29
12
232
4
8
14
3
6
8
15
11
21
182
329180
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 ADT2025 ADT
9
21
24’
68’
SR
2238 (L
ON
G B
RA
NC
H R
D.)
-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
