Transcript
Page 1: L P CONC - NC Land Condemnation Attorneys143.62 s29^12’34"e 49.10 s26^23’22"w 62.88 s47^00’29"w 79.39 s85^45’28"w 474.81 existing r/w existing r/w pb 20 pg 87 30’ per 20’

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RCPI-RCPI

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4+76.3

1

EIP

RRSPIKE

EIP

REBAR

EIP

EIP

AXLE

REBAR

RRSPIKE

REBAR

PK

PK

EIP

REBAR

EIPEIP

EIP

EIP

EIP

EIP

EIP

PK

REBAR

PK

PK PK

PK

PKREBAR

REBAR

NAIL

REBAR REBAR

REBAR

EIP

EIP

EIP

RRSPIKE

PK

PK

PK

PK

EIP

RRSPIKE

PK

RRSPIKE

PK

RRSPIKE

REBAR

BOLT

EIP

AXLE

EIP

REBAR

AXLE

WALNUT

PINESTUMP

RRSPIKE

RRSPIKE

REBAR

REBAR

RRSPIKE

RRSPIKE

REBAR

BOLT

REBAR

REBAREIP

EIP

EIP

EIP

EIP

EIP

RW MON

RW MON

RW MON

RW MON

EIP RW MON

EIP

RW MON

RW MON

EIP

EIP

EIP

EIP

PK

N17^58’3

3"E

175.9

7

S88^01’27"E144.50

N83^43’24"E

171.06

N7^08’5

8"E

136.4

1

N16^04’2

7"W

60.4

8

N6^15’3

3"E

207.85

N7^38’3

3"E

129.6

4

S72^48’55"E203.71

S79^05’50"E126.76 N80^11’09"E

93.34

N40^38’5

5"E

136.4

3

N17^35’0

1"E

140.2

5

N76^01’40"E

425.43

S85^43’41"W

267.26

S68^15’13"E252.94

N78^51’46"E

76.00

S89^12’40"E

49.08

S16^33’0

6"E

309.2

1

S55^24’27"E

84.3

2

S55^24’27"E

179.02

S36^21’4

6"W

102.0

0

N83^04’51"W88.68

N26^01’0

4"E

S56^5

7’5

1"E

103.8

0

S81^03’11"E52.50

N25^2

1’1

8"E

188.0

9

2.1

2 E

IP-R

W

200.7

8 C

OR

-E

IP

N18^10’1

8"E

94.0

1 E

IP-R

W

94.2

4 E

IP-R

EB

AR

N52^35’2

7"E

129.48

S48^36’4

3"W

74.0

0’

S48^36’4

3"W

286.6

6

S55^58’42"W

101.00

N81^41’18"W

321.14

N52^35’2

7"E

441.75

S61^30’54"E170.80

S52^10’40"E

172.89

S46^3

7’0

6"E

160.5

3

S53^53’51"E

122.26

S0^01’3

6"E

209.5

7

N18^16’2

4"E

222.2

6 R

W-A

XL

E

222.6

8 E

IP-A

XL

E

S23^43’2

1"W

93.2

7

N32^25’4

1"W

46.6

3

N83^44’07"E

100.00

N89^30’06"E

100.00

S84^40’27"E100.00

S74^55’34"E100.00

S63^00’57"E100.00

S55^10’58"E

100.00

S43^24’0

9"E

100.0

0

S32^25’4

1"E

277.3

6

EXISTING R/W

EXISTING R/W

60’

S51^18’11"W

61.74

S46^0

0’3

9"W

78.3

3

N43^59’21"W

70.0

0

N11^53’4

8"E

222.3

2

N24^31’4

7"W

162.7

3

N67^24’44"E

574.68

N3^16’5

8"E

943.4

3

N82^33’10"W642.22

N7^40’3

9"W

70

.00

N20^20’2

5"W

117.3

2

N30^04’0

3"W

186.0

3

S26^32’2

9"E

270.2

5

S3^16’5

8"W

957.2

8

S67^24’44"W

564.48

S24^31’4

7"E

309.1

3

N88^59’00"E

30.00

S77^40’40"W

S77^39’13"W

118.97

N10^44’15"W

134.9

8

N10^40’04"W

223.2

6

S74^02’58"W

265.88

N24^29’1

2"W

900.5

9

N67^19’21"E

N10^28’3

2"W

53.9

6

S77^35’10"W

29.80

869.71 REBAR-RW

869.71 COR-REBAR

S77^28’25"W10.98 RW-REBAR

238.48 REBAR-REBAR

S54^27’2

9"E

95.64

S75^08’52"E69.97

S71^07’11"E54.59 N80^13’17"E

50.00

S82^35’20"E48.27

S18^43’1

4"E

190.8

1

N54^06’2

1"E

49.54

N54^41’09"E

49.9

6

N74^49’43"E

50.00S79^10’18"E

99.76

N32^21’1

5"W

59.6

4

N25^46’5

7"W

83.8

6

N45^2

3’0

7"E

143.6

8

N45^3

0’47"E

44.5

6

N45^0

6’2

0"E

261.6

6

N84^09’53"E

91.02

N45^2

3’0

7"E

25.0

0

S53^43’28"E

37.11 N72^11’52"E

41.50

S64^21’28"E

20.03

S18^43’1

4"E

16.0

1

S44^30’4

4"E

41.3

2

N46^3

3’27"E

40.8

8

S26^51’4

4"E

71.0

7

S26^51’4

4"E

148.0

1

N88^59’00"E

55.36 N88^59’00"E 500.00

N0

^0

6’1

7"E

S30^03’1

5"E

87.8

5

S34^05’2

6"E

96.3

8

S10^26’3

2"W

45.4

5

S56^44’3

8"E

132.89

S45^22’4

9"E

150.21

S67^38’22"E61.08

S31^30’3

6"E

47.5

1

S65^52’38"E50.76

S87^13’16"E

65.95

N47^05’5

7"W

184.4

3

N63^53’25"W98.98

N44^47’1

8"W

149.96

N31^59’0

6"W

193.6

9

N76^16’09"W76.51

N17^48’0

0"E

91.7

8

N0^11’4

8"W

672.9

0

N33^01’2

8"W

117.5

7

N58^58’54"E

177.52

N21^40’2

4"E

210.6

4

N19^48’0

5"W

67.7

3

N76^19’55"W68.90

N36^1

9’1

7"W

153.8

0

N74^07’23"W176.39

S87^08’20"W

72.77

N36^39’5

2"W

101.6

5

N26^12’2

9"W

62.1

8

788.0

4

S89^53’43"E

140.00

S28^56’59"E

282.9

0

S0

^0

6’1

7"W

45

0.0

0

N0

^0

6’1

7"E

703.1

5

S36^37’1

7"E

255.5

9

S82^12’50"E

34.74

S89^32’47"W

959.00

N0^39’1

6"W

148.9

8

S65^11’02"E140.35

S43^53’3

4"E

50.0

1

S29^23’2

1"E

53.4

9

S11^30’5

3"E

52.3

7

S26^09’3

1"W

56.0

6

S27^30’24"E

45.5

2

S18^46’4

6"E

113.9

5

S38^02’4

3"E

66.7

6

S3

^5

5’3

2"E

114.0

0

S51^50’32"E

81.50

S10^50’3

2"E

125.0

0

S22^35’32"E

145.0

0

S38^35’3

2"E

152.0

0

S8^30’32"E

55.0

0

S57^3

5’3

2"E

196.00

S33^29’2

8"W

71.0

0

S35^20’3

2"E

250.0

0

S19^39’2

1"E

182.2

5

N74^28’25"E

143.62

S29^12’3

4"E

49.1

0

S26^23’2

2"W

62.8

8

S47^0

0’29"W

79.3

9

S85^45’28"W

474.81

EX

IST

ING

R/W

EX

IST

ING

R/W

30’ PER

PB 20 PG 87

20’

40’

EX

IST

ING

R/W

EX

IST

ING

R/W

N17^31’5

1"W

N17^33’2

1"W

263.9

0

S71^28’33"E535.77

S49^16’0

8"E

485.8

8

N54^04’1

0"E

377.40

S58^10’34"E

499.98

S10^24’1

5"W

2281.7

5

160.8

1 R

W-E

IP

192.8

2 R

R S

PIK

E-E

IP

S58^10’34"E

425.71

S57^13’25"E

348.62

S3

^1

0’5

7"W

303.1

3

S1

^4

5’2

2"W

343.6

0

S1^43’0

9"W

125.0

5

S61^26’53"E503.49

N9^19’5

6"W

63

3.7

0

N67^47’37"W

N63^23’5

5"E

730.54 PK-COR

711.27 RW-COR

N9^19’5

6"W

475.0

0

N9^19’5

6"W

70

0.0

0

N63^55’4

4"E

829.60

587.85 EIP-R

R SPIK

E

491.91 EIP-RW

N67^17’27"W285.61

N19^41’4

0"E

990.5

1

N19^41’4

0"E

249.6

5

N66^22’24"E

10.44 RW

-EIP

199.71 EIP-COR

S81^45’13"W

875.65

N68^00’01"W368.00

N79^49’36"W1146.00

N40

^19’

59"E

169.0

0

N70^39’5

9"E

385.00

S47^0

0’29"W

34.0

0

S50^19’31"E

127.0

0

S52^09’3

2"E

270.0

0

S16^29’3

1"E

105.0

0

S54^44’33"E

82.0

0

S4

7^

44

’31

"E

194.33

N0^19’5

3"W

1221.8

7

N0

^1

9’5

3"W

388.6

3

S17^31’5

1"E

1362.2

3 R

W-C

OR

1394.2

5 R

R S

PIK

E-C

OR

S67^51’33"E435.82

S67^51’33"E393.23

S84^28’07"E268.59

S1^02’3

3"E

702.6

6S

2^0

2’1

5"E

69

.53

S84^16’08"E

12.44 N44^20’3

6"E

34.9

6

S78^41’55"E180.38

S23^28’4

6"W

34.8

1

S86^26’37"E

638.71

N62^12’10"W238.22

S33^30’2

4"W

119.0

8

N56^0

0’2

5"W

151.23

N26^41’0

0"W

152.7

8

N63^23’40"W335.47

S1

^2

4’4

0"E

123.0

3

N82^19’40"W338.92

N04^32’02"E

28.9

0

N4^32’02"E

49

9.8

2

S82^31’29"E422.97

S81^29’15"E

83.37

S1

^2

4’4

0"E

308.5

9

S42^4

6’1

5"E

113.00

S84^34’11"E

481.64

S84^34’11"E

288.45

S78^20’58"W

206.74

N29^38’4

9"W

180.0

0

S60^35’54"E314.00

S78^51’47"E4.67 AXLE-RW

113.02 COR-AXLE

S0^37’2

8"W

11

4.5

3

S62^26’57"E384.01

S81^14’37"E400.00

S61^38’07"E336.23

S61^38’07"E217.92

N4^41’4

4"W

133.0

0

EIP

AXLE

EIP

RW MON

RW MON

RW MON

RW MON

AXLE

EIP

EIP

EIP

EIP

REBAR

EIP

EIP

EIP

EIP

EIP

AXLE

REBAR

REBAR

EIP

EIP

EIP

EIP

EIP

EIP

REBAR

REBAR

EIPEIP

EIP

EIP

REBAR

REBAR

EIP

REBAR

EIP

REBAR

REBAR

RRSPIKE

REBAR

RRSPIKE

EIP

REBAR

EIP

EIP

EIP

PK

PK

REBAR

REBAR

REBAR

EIP

EIP

EIP

EIP

REBAR

EIP

RW MON

EIP

REBAR

REBAR

REBAR

AXLE

EIP

REBAR

EIP

EIP

N51^09’01"W

431.34

S74^49’27"W

391.88

S74^34’21"W

118.35

N19^58’3

9"W

59.0

5

S75^29’21"W

150.41

N21^33’3

9"W

203.8

6

N29^11’2

1"E

870.7

6

N30^43’5

3"E

5.7

3

N30^43’5

3"E

210.0

0

S60^54’49"E414.69

PD

E

N24^57’1

5"E

104.7

3

S81^17’53"E0.97 EIP-RW

116.30 COR-EIP

S81^17’53"E161.00

S81^17’53"E146.08

S3

^4

6’4

4"W

99.3

7

N15^33’1

2"E

98.8

9

S69^50’46"E31.12

S85^48’47"E99.91 S85^04’17"E

87.41 S85^04’17"E82.18

S4^12’2

6"W

S4^06’19"W

S83^30’18"E90.75

N5^59’4

2"E

316.6

1

S4

^1

2’2

5"W

340.4

1

344.8

9 C

OR

-R

W

325.7

7 C

OR

-R

W

368.4

7 C

OR

-R

R S

PIK

E

348.6

7 C

OR

-R

R S

PIK

E

S4^39’4

0"W

23

4.4

8

S62^25’42"E225.86

S04^12’2

6"W

21.2

1

S59^06’51"E

128.84

S5

^2

9’4

0"W

172.0

3

S53^51’36"E

305.5

2

N3^46’4

4"E

15

5.6

2

S60^54’49"E309.91

N60^10’07"W

316.41 RW-COR

316.56 RE

BA

R-C

OR

N20^26’40"W

330.4

1

S20^26’4

0"E

332.6

8

S78^51’07"W

30.28

EIP

S40^08’5

1"W

69.8

2

S18^43’0

6"W

308.3

9

S18^47’1

0"W

75.6

4

S83^33’59"E224.08

S81^42’05"E82.36

S82^16’28"E699.52

S22^27’5

3"E

205.5

1

S22^29’25"E

124.9

0

S22^32’54"E

127.9

6

S22^33’52"E

267.5

1

N68^00’54"E

199.94

S77^37’27"E166.62

N2^52’2

7"W

419.7

6

S83^33’59"E187.27

S48^46’0

1"W

100.00

N83^33’59"W374.59

S82^21’32"E434.96

S82^11’08"E

431.27

S28^03’5

2"W

199.5

5

S19^35’2

7"E

350.0

0

S70^24’33"W

200.00

S15^52’2

7"E

150.5

0

N85^42’27"W482.50

S82^15’36"E97.02

S23^01’1

2"E

33.6

2

N70^39’26"E

221.92

N70^39’26"E

367.00

S4

^4

3’5

8"E

69.09

S27^50’5

8"W

49.8

6

S4

^5

9’5

2"W

86.2

5

S3^27’1

7"W

92.0

8

S5^36’0

9"W

101.0

7

S68^00’54"W

67.93

S35^3

6’5

1"W

36.8

5

S54^29’57"W

38.4

3

S44^4

8’0

8"W

38.9

1

N80^54’08"W

33.19

S18^31’5

7"W

343.6

7

S6^38’5

3"W

N47^4

6’50"E

N2

^0

1’5

4"E

173.5

0

222.51 E

IP-C

OR

191.55 R

W-C

OR

393.2

4 C

OR

-E

IP

393.2

4 C

OR

-R

W

S1

1^4

0’1

6"E

271.3

6

S17^02’04"E

279.4

0

S21^31’5

9"E

50.9

6

S39^19’0

7"E

78.8

7

S39^00’4

2"E

48.1

3 N76^32’14"E

169.95

N6^35’0

2"E

211.8

9

S1^01’2

8"E

S1^01’2

8"E

S01^01’2

8"E

18

.54

N76^40’16"W329.77

N73^21’02"W102.50

N73^17’53"W386.45

N73^28’40"W200.93

N73^21’02"W50.00

S22^19’2

6"E

375.1

4

S67^52’18"E290.42

S67^52’18"E75.85

82.1

6 R

EB

AR

-R

W

14

7.0

5 R

EB

AR

-R

RS

PIK

E

65.0

8 R

W-R

EB

AR

146.7

5 R

R S

PIK

E-R

EB

AR

N61^46’0

3"E

72.81

N3^51’1

0"E

75.7

9

N19^34’1

6"W

45.9

3

N9^34’1

7"E

88.8

1

N4^55’3

7"E

380.8

9

N10^28’4

3"E

141.1

3

N25^15’4

3"E

112.2

8

N21^57’0

4"E

126.7

7

S51^16’22"E

701.2

5

S15^20’2

8"W

1095.6

0

N36^4

3’5

1"E

114.

75

S76^26’07"E254.59

S9^53’1

9"E

13

5.1

5

N76^30’52"W246.32

N77^32’20"W

34.19

N77^32’20"W386.25

EX

IS

TIN

G R

/WEX

IST

ING

R/W

40’

EX

IST

ING

R/W

EX

IST

ING

R/W

EX

IS

TIN

G R

/W

EX

IST

ING

R/W

40’

40’

EX

ISTIN

G R

/W

EXISTIN

G R

/W

EX

IST

ING

R/W

EX

IST

ING

R/W

20’

25’

24’

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

45’

80’

EX

ISTIN

G R

/W

EX

ISTIN

G R

/W

EX

IST

ING

R/W

EX

IST

ING

R/W

80’

60’

EX

IST

ING

R/W

EX

IST

ING

R/W

S78^27’34"E

413.48 EIP-COR

401.04 RW-COR

S58^57’38"E

93.47

S58^57’38"E

1522.17

N33^02’0

5"E

685.9

8

S58^57’38"E233.8

8

S80^51’31"E280.24

S49^5

1’5

5"E

57.9

3

S48^57’54"E

683.7

6

N29^43’0

4"E

99.9

7

N31^09’3

9"E

148.0

5

N30^16’0

8"E

99.7

8

S58^3

5’5

4"E

S55^41’07"E

234.8

3 E

IP-C

OR

234.6

8 R

W-C

OR

237.88 EIP

-CO

R

237.7

8 R

W-C

OR

S50^5

9’0

8"W

118.88

N57^11’06"W292.4

2

S32^52’1

7"W

S57^19’23"E

148.2

4 E

IP-C

OR

118.9

8 R

W-C

OR

337.1

3 R

W-C

OR

343.38 EIP-C

OR

S57^11’06"E

148.60

S38^0

9’4

2"W

187.

64

S49^5

1’5

5"E

359.9

1

N49^51’55"W

358.48

S21^08’4

4"E

145.0

0

S21^08’4

4"E

508.4

2

N81^00’35"E

2.25 EIP-RW300.83 COR-EIP

S5^30’55"E

42

9.0

4

S89^48’24"E1520.00

S15^20’2

8"W

92.4

0

S89^57’14"E

183.58

N00^25’45"W

30

.00

N89^34’27"E

30.00 S00^25’45"E

30

.00

S89^34’15"W

30.00

N41^34’09"W 31.32(TIE LINE)

N23^36’3

6"E

1829.3

1

N7^41’0

6"W

61.9

4

N39^37’5

5"E

56.4

1

N8^17’2

6"E

42.6

4

N50^40’3

9"E

61.0

4

N59^03’42"E

49.76

N41

^59’

39"E

60.2

1

N84^39’18"E

54.35

N86^36’39"E

44.84

N75^09’46"E

422.58N62^59’13"E

40.90

S18^58’47"E

35.5

9

S77^30’46"E

23.73

N77^05’29"E

37.61

N80^36’11"E

34.10

S60^35’18"E

33.71

S20^33’00"W

N26^37’0

0"E

60.7

4

S26^05’37"E

66.3

5

S1

^0

0’5

2"W

82.0

7

S3^22’45"E

97.6

7

S4^37’0

9"W

70

.18

S13^03’53"E

66.7

7

S82^06’38"E26.85

N68^00’54"E

60.06

S89^48’24"E

183.42 EIP-RW224.22 EIP-RR SPIKE

N74^57’48"E

61.84

S89^59’26"E

366.57

S89^59’26"E

178.37

S89^59’26"E

486.85

N34^5

5’1

1"W

247.3

3 C

OR

-EIP

246.8

7 C

OR

-RW

S1

0^2

9’2

6"E

399.7

2

N40^06’3

6"E

124.5

5

N34^59’5

7"W

190.9

9 C

OR

-RW

200.0

0 C

OR

-EIP

S34^59’5

7"E

S34^59’5

7"E

189.9

5

200.0

0 R

EB

AR

-CO

R

193.2

5 R

W-C

OR

N60^52’29"W941.92

S38^03’0

1"E

90.0

9

S37^57’4

7"E

90.0

0

N57^55’2

7"E

9.30 R

W-E

IP

246.60 E

IP-C

OR

N59^58’27"E

257.29

S37^57’3

3"E

90.0

0

EIP

S37^13’5

2"E

686.3

2

S59^20’04"W

373.81

N72^39’03"E

S30^30’5

7"E

48.6

7

N54^36’2

5"E

101.67

S7^00’57"E

174.8

5

14.17 RW

-EIP

117.22 EIP-COR

S5^28’58"E

100.9

7

S83^31’07"W

11.78 REBAR-RW

247.38 COR-REBAR

S9^39’46"E

1.6

5 E

IP-R

W176.0

7 C

OR

-E

IP

N70^38’09"E

S48^04’1

8"E

291.2

3

S73^00’38"W

12.88 REBAR-RW

380.94 COR-RW

12.07 R

W-R

EBAR

221.52 R

EBAR-R

EBAR

N74^49’28"E

N61^26’5

4"E

158.10

7.53 RW-AXLE

449.44 AXLE-EIP

60’

EX

IS

TIN

G R

/W

EX

IST

ING

R/W

PB 8 P

G 4

7

18’

22’

EX

IST

ING

R/W

EX

IS

TIN

G R

/W

EX

IST

ING

R/W

EX

IST

ING

R/W

100’

EX

ISTIN

G R

/W

EX

ISTIN

G R

/W

60’

CIT

Y

LIMIT

CSX

RA

ILR

OA

D

WILLIAM WILLIS

60’

PK

N32^11’2

7"E

N23^20’08"W

S01^43’0

9"W

S0

5^3

3’4

7"E

20

9.8

5’

S0

5^3

3’4

7"E

25

9.5

9’ R

W-C

OR

29

0.0

5’ R

R S

PIK

E-C

OR

60’ R/W

L

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P

L

PL

P

L

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P L

P L

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P

L

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L PL

P

L P

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PL

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L

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MAXINE LAIL

NANNEY

ELIZABETH

BULLMAN CARL DEDMON

19

20

24

22

23

25

3

4

1

2

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

GARY ALSOBROOK

OLIVIA WITHROW

OLIVIA WITHROW

FRANCES LEDFORD

FRANK THOMAS HANNAH

TORRANCE COMBS

FRANK THOMAS HANNAH

RICHARD FLETCHER

EMILE LOUIS GEBEL

EMILE LOUIS GEBEL

DR. GARY L. MANGUM

MINOR LEE MELTON

EMILE LOUIS GEBEL

DR. GARY L MANGUM

CLEVELAND PROPERTIES

DWAYNE DOVER

JAMES RICHARD SPANGLER

CHESTER PEELER

CLEVELAND PROPERTIES

HAL DEDMON

HAL DEDMON

JOE HAMRICK

JOE HAMRICK

JOHN D. CROWDER, JR.

DURANT BLAKE GOFORTH

GEORGE MISLE

CARL DEDMON

NELLIE MAE THRIFT

ROY FRANKLIN WRAY

JC CAUSBY

MAX PUTNAM

MAX

PUTNAM

BUFORD CODY

VELMA

PARKER

OAKS

DIAN

PENDLETON

CARL DEDMON

CARL DEDMON

B BUSINESS

CORPORATION

FRED FALLS HARRILL

JESSE BURL

DYCUS

CARL DEDMON

GARY PROCTOR

DO

RO

TH

Y H

OY

LE E

LM

OR

E

SUSA

N A

NSL

EY

TED

DY

ELIZABETH F. VINCENT

SAMUEL MARK CHAMPION

JACK MORGAN

SAMUEL

LAIL

ELIZABETH F. VINCENT

MARILYN D. HOYLE

BOBBY HULL

GEORGE V. BYRD

JAMES LEE WEATHERS

FRIEDA

LEDBETTER

MARION ROGERS

TOMMY WAYNE COSTNER

MARION ROGERS

MARVIN GLENN QUEEN

DORENE M. HOYLE

BOBBY HULL

DORENE M. HOYLE

DAVID GLENN

QUEEN

JOYCE P. RHYNE

HENRY B. EDWARDS, JR.

HENRY B. EDWARDS, JR.

HARRIETTE P. BEAM

HAL CHADWICK COX

ANNIE LAURA GREENE

EUNICE W. POSTON

EUNICE W. POSTON

BOBBY SPAKE

ANNIE LAURA GREENE

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4" P

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4" P

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4" P

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4" P

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4" P

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2" PVC

6" P

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6" P

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6" P

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6" P

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6" PV

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6" PV

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6" PVC

2" PVC

2" PVC

6"

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6" A

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2" P

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2" P

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2" PVC

2" PVC

2" PVC

2" PVC

2" PVC

2" PVC

6" PVC

6" PVC

6" PVC

2" PVC6" PVC

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2" PVC

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2" PV

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6"

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6"

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6"

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6" A

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6"

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12"

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12"

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12" DIP

12" DIP

12" DIP

12" DIP

12" DIP

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12" D

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12" D

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12" D

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12" D

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12" A

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12" A

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4" PVC

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12"

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12" A

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12" A

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12" A

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6" P

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6" P

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8" P

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6" PV

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6" S

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4" P

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4" P

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4" P

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4" P

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2" PVC

2" PVC

6" P

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6" P

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6" P

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6" P

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6" PV

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6" PV

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6" PVC

2" PVC

2" PVC

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6" A

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6"

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2" P

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2" P

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2" PVC

2" PVC

2" PVC

2" PVC

2" PVC

2" PVC

6" PVC

6" PVC

6" PVC

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12" DIP

12" DIP

12" DIP

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12" D

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15" CO

NC

18" CONC

18" C

ON

C

5.5’ CONC HW

2.8’ CONC HW

18" CONC

3.9’ CONC HW

DI

18" CO

NC

12.7’ CONC HW

24" CMP

3.6’ STONE

HW

2.8’ STONE

HW

60" B

K

48"

WW

G

WD

DK

FOUNTAIN

CHLGATE

12" CO

NC

48" WW

MTL

GATE

W/LT

60" WD RAIL

48" W

W/2

SBW

60" W

D R

AIL

48" WD RAIL

54" C

HL

48" W

D R

AIL

48" B

K W

AL

L

48" BK WALL

54" C

HL

18" C

MP

RUINS

48" WD RAIL

48" WD

RA

IL

54" C

HL

48" WW/4SBW

PIER

S

W

24"

CM

P

MTLGATE

2S

BK

D

48" C

ON

C

S

S S

1S

BK

D

WD

DK

W

W/LT

W/LT G

MTL

GATE

24" CONC

W/LT

48" CONC

1SBKBUS

GATE

18"CM

P

W/LT

2S

FD

18" CON

C

S

B

4.9’ CONC HW

5.2’ CONC HW

4.9’ CO

NC

HW

18" CMP

18"

CM

P

ABAND

18" C

MP

MTLRADIO

MTLRADIO

G

48" W

W

48" W

W

2S

BW

15" C

ON

C

60" W

D R

AIL

W/LT

MTLRADIO

S

60" WD RAIL

60" W

D R

AIL

15" CMP

48" W

W/1

SB

W

15" C

MP

12" C

MP

48" WW

/4SBW

48" W

W/6

SB

W

48" W

W/6

SB

W 48" WW

/5SBW

48" WW/5SBW

12" C

MP

48" WW

/4SB

W

15" CMP

48" C

HL

48" C

HL

RUINS

RU

INS

18"

CO

NC

18"

CO

NC

W/LT

6" BST CURB

W/LT

HTR

WD

DK

1SFD

1SFD

1SFD

1SFD1SFD

72" W

D

G

CONC

HTR

S

W

1SFD

36" CONC

36" CONC

S

1SFD

WD

W/LT

DK

1SFD

36"

CO

NC

36" C

ON

C

W/LT

CO

NC

ISL

1SBLKBU

S

48"

CO

NC

1SB

KD

G

BLKG

S

HT

R

CONC

1SBKBU

S

1SBKBUS

72"

CO

NC

MT

LC

AN

OPY

48" WW

CON

C

W/LT

2SBK

BUS

2SBKA

PT

B

B

S

1SFD1SFD

CONC

72" WD

72" WD

W/LT

48"

CO

NC

48"

CO

NC

2SB

KD

1S

BK

1S

BK

1S

BK

1S

BK

1S

BK

1S

BK

1S

BK

W/LT

W

1SFD

1SFD

W

DK

W/LT

S

W/LT

36"CONC

S

S

S

S

1SBKBU

S

CO

NC IS

L

S

S

W/LT

1SFD

1SFD

W

W/LT

24" C

ON

C C

&G

1SBKBUS

2SBKCHRISTIANCHURCH

ROCK WALL

S

S

S

WW/LT

1SFD

24" C

ON

C C

&G

1SFD

S

W

W

W

G

1SBKD

W/LT

S

G

1SFD

S

S

S

B

G

2SFD

HTR

36" C

ON

C

1SFD

G

S

B

1SFD

CONC

1SFDABAND

W/LT

BLK

B

1SFD

W/LT 30"

CM

P

18"

CO

NC1S

BL

KD

28" C

ON

C

S

B

S 1SBLKD

S

1SFD

15"

CO

NC

12" CON

C

B

12" C

ON

C

S

1SFD

WD

15" C

ON

C

1SFD

S

S

G

36" BKS

S

S

S

HTR

2SFD

B

W/LT

S

W/LT

1SFD

W/LT

1SFD

48" C

ON

C

G

S

B

B

1SMTLBUS

CO

NC

HTR

CO

NC

W/LT

48"

CO

NC

48" C

ON

C

1SBKD

1SBKD

G

W/LT H

TR

W/LT

S

1SFD

48" ELEC

HTR

S

HTR

WD

DK

WD

DK

HT

R

HT

R

HT

R

CO

NC

WD

DK

MT

LS

CANOPY

HTR

CO

NC

HT

R

HT

R

HT

R

HT

R

HTR

HT

R

WD

DK

WD

DK

WD

DK

HT

R

HT

R

HTR

HT

R

WD

DK

HT

R

HT

R

WD

DK

WD

DK

S

S

HTR

HT

R

S

1SFD

HT

R

W/LT

12" CONC

W/LT

1SFD

12" C

ON

C

MTL

GATE

15" C

ON

C

W/LT

1SBLKD

SS

W

S

2SBKD

S

S

W/LT

PROPO

SEDBLDG

RUIN

S

LT

6" P

VC

7.3

’ C

ON

C H

W 8.1

’ C

ON

C W

W

19.9’ C

ON

C WW

4.4

’ CO

NC W

W

5.1’ C

ON

C W

W

19.2

’ CO

NC W

W

30"CONC

20.6’ STONE HW

10.4’ STONE HW

GI

CB

24" CO

NC

24" CO

NC

18" C

ON

C

18"

CO

NC

18" CONC

CB

CB

GI

15"

CO

NC

18" CONC

18"

CO

NC

18" CO

NC

24" CO

NC

CB

CB

CB

CB

18" CO

NC

15" C

ON

C

15"

CO

NC

CB

CB

CB

CB

18" CON

C

24" CO

NC

24" C

ON

C

15"

CO

NC

DI

15"

CO

NC

CB

GI

GI

15" C

ON

C

15" C

ON

C

13.4’ CONC HW

6.7’ CON

C HW

36" CM

72" C

MP

W/LT

W/LT

1SBKD

W/LT

W/L

T

60"

WW

60" WW

18" CONC

PL

AN

TE

R

15" C

ON

C

15" CONC

HT

R

15" CO

NC

48"

W/LT

W

2SMD

48"

WW

36" W

W

BK

EA

RTH

48" W

W

48" WW

W/LT

36" CO

NC

MTLG

ATE

48"

WW

/1SB

W

24" C&

G

24" C

&G

CB

48" WW

S

S

S

S

S

4S

BW

W

6" BST CURB

2SBW

W/LT WD

RA

IL

BST

2SBW

48"WW

W

MTLGATE

DK

36" CONCG

CO

NC

6" BST CURB

48" W

W

W

48"

CO

NC

48"

CO

NC

1000GA

L

PR

OPA

NE T

AN

K

MT

L C

AN

OPY

48" C

ON

C

CONC

84" C

ON

C

1SBKBUS

48" CON

CRAM

P

TR

BU

S

48" CONC

MTL

GATE

W/LT

S

1SF BU

SW/LT

S

WD

PO

ST

W/LT

W

S

CO

NC

S

48" WW

48" WW

W

W/L

T

W/LT

S

1SFD

ABAND

2SBK

BUS

GR

W/LT

S

CO

NC

S

S

S

48" WW

48" W

W

W

48" ELEC

48" ELEC

S

1SBK

APT

1S

BK

AP

T

1S

BK

AP

T

48" WW/1SBW

B

G

W/LT

48" C

ON

C

2SBW

36"

CM

P

48" WW/1SBW

60" W

W

48" CONC

60" WW

60"

WW

CO

NC

W

CONC ISL

S

36" BK W

ALL

W/LT

W/LT

CO

NC

CO

NC

ISL

24"

1SBKD

48" WD/WW

12" CMP

18"

CM

P

12"

CO

NC

36" B

LK

60" BST

6" BST CURB

48" WW/1SBW

96" CH

L

48" CHL

36"

BL

K

CO

NC

ISL

CO

NC

ISL

48"

CH

L

48" CH

L

48" W

W/1

SB

W

6" BST CURB

24" CMP

48" CMP

48" W

W/1

SB

W

48" CHL

48" CH

L

CO

NC

ISL

CO

NC

ISL

1.5SFD

60" CHL

60" CHL

72" W

D R

AIL

60" B

K W

AL

L

96" BK WALL

12" PVC

S

36" CHL

36" CHL

36" C

HL

S

S

DEB

RIS PIL

E

DEB

RIS PIL

E

15" C

ON

C

CONC

CO

NC

W

1SBKD

4S

BW

4SBW

4SBW

18" C

ON

C

18" C

ON

C

4S

BW

4SBW

4S

BW

4SBW

4S

BW

CONC

WD

WD

1SBW

S

W

15" C

ON

C

15" C

ON

C

S

S

S

S

CONC

G

DEB

RIS PIL

E

POND

þÿ�1� ��

S

6S

BW

6S

BW

48" WW

1.5SFD

48" W

W

STL

RAMP

48" W

W

48" W

W

W/LT

W/LT

MT

L

B

W/LT

S

48" W

W/1

SB

W

48" W

W/1

SB

W

48" W

W/1

SB

W

48" WW/1SBW

48" WW/1SBW

48" C

MP

S

1SBK

D

S

12" C

ON

C

1SBK

D

S

S

1SFD

S

CANOPY

S

1S

BK

D

DK

CO

NC

W

CO

NC

CONC

CO

NC

12" C

ON

C12" C

ON

C

W

W/LT

CO

NC

1S

FD

DK

BP

OO

L

S

S

S

S

HT

R

W

S

CO

NC

18" C

ON

C

1S

BK

CH

UR

CH

1S

BK

D

WD

DK

CO

NC

1S

BK

D

S

S

SH

TR

S

18" CO

NC

CO

NC

CO

NC

WW

12" C

ON

C

36"

WW

MTL

12" CO

NC

1SBK

D

15" CO

NC

1SBK

D

W

W/LT

1SB

KD

1SB

KD

15" C

ON

C

15" CO

NC

WD

DK

15" CO

NC

48" C

HL

WW

S

S

S

S

S

PLAY

GR

OU

ND

W/LT

CO

NC

CO

NC

CO

NC

CON

C

W/LT

1SBKD

1SBKD

W

W

15" C

ON

C1S

BK

D

W/LT

W/LT

W/LT

MT

L15" C

ON

C

15" C

ON

C

MT

L

15" C

ON

C

MT

L

1SBLKBUS

15" C

ON

C

15" C

ON

C

48" W

W

MTL

MTL

15" C

ON

C

15" C

ON

C

15" C

ON

C

15" C

ON

C

15" C

ON

C

1S

BK

D

S

S

S

CO

NC

1S

BK

D

W

15" C

ON

C

G

B

18" CO

NC

15" CONC1

5" C

ON

C

WA

TER T

OW

ER

6-C

ON

C B

ASES F

OR

LEG

S OF T

OW

ER

W/L

T

SILO

CA

RP

OR

T

WD

RAIL

W/LT

S

W/LT

W/LT

G

W/LT

12" T

CP

W/LT

48" W

D R

AIL

48" B

LK

WA

LL

W/LT

5S

BW

5SBW

S

B

S

48" CONC

48" C

ON

C

48" C

ON

C

48" C

ON

C

48" C

ON

C

48" C

ON

C

48" C

HL

48" CH

L

48" C

HL

48" CH

L

W/LT

W/LT

WD

RAIL

48" CHL

48" C

HL

48" CHL

84" CHL/3SBW

84"

CH

L/3

SB

W

84" CH

L/3S

BW

1SB

LK

BU

S

1SM

TL

BU

S

1S

BK

AP

T

1S

BK

AP

T

1S

BK

AP

T

48" CHL

15" C

ON

C

1SBKA

PT

1SBKAPT

1SBK

APT

1SM

TL/B

LK

BU

S

1SBKAPT

1S

BK

AP

T

48" CHL

48" C

HL

72" WD WALL

48" C

HL

48" CHL

48" CHL

1SBKAPT

72" W

D

1SBK/BLK

BUS

1S

BL

K

BU

S

8’ BLK

WALL

5’

BL

KW

AL

L

36" BLK W

ALLS

1S

BK

/BL

K

BU

S

1SBLK

S

1SBLK

S

1SBLK

S

WALL

WALL

WA

LL

WA

LL

W

D

395+

00

400+

00

405+

00

410+

00

415+

00

420+

00

425+

00

435+

00

440+

00

445+

00

450+

00 455+

00

460+

00

46

5+

00

47

0+

00 475+00 4

80

+0

0 485+00 495+00 500+005

05

+0

0

510+

00

515+

00

520+

00

525+

00

530+

00

535+00

540+00

545+00

550+00

560+00

565+00

570+00

575+00

580+00

585+00

590+00

595+00

600+00

605+00

F

C

C

C

FC

C

C

C

F

F

C

C

F

F

C

F

F

F

F

F

F

F

F

F

C

F

C

F

F

C

C

F

F

F

C

C

C

F

F

C

F

F

C

C

F

CF

F

C

C

F

C

F

C

F

C

F

F

F

F

C

C

F

F

F

C

C

C

CF

C

F

F

F

F

C

F

C

F

F

FC

C

F

C

C

F

F

C

C F

F

C

C

F

F

F

F

CC

F

C

C

F

C

F

C

C

C

C

C

C

F

C

F

F

F

C

F

F

C

C

C

C

C

C

C

C

C

F

FCC

F

C

F

F

F

FF

C

C

C

F

C

F

F

C

CC

C

C

F

C

F

F

C

FC

C

C

C

C

C

F

F

F

F

C

C

C

C

F

C

C

F

C

C

C

F

F

F C

F

F

C

C

F

C

C

C

F

F

F

C

C

C

C

C

F

F

F

F

F

C

C

F

F

F

C

C

C

F

F

C

C

F

C

F

F

F

C

C

C

F

C

FF

C

C

F

F

C

F

F

F

C

F

C

C

F

F

F

F

F

F

F

F

F

F

F

C

C

C

C

C

F

F

F

F

F

F

POOL

1SBKD

MICKIE JOHNNIE JONES

HENRY LEE &

PATSY BOTTS

HENRY LEE &

PATSY BOTTS

ISF

D

2S

FD

2S

FD

CLAUDE NORMAN RAMQUIST

S

MA

TC

HL

INE

RO

LL

2

MA

TCH

LIN

E R

OLL 4

Functional Class. = Arterial

Design Speed = 70 mph

Max. Superelev. = 0.08

TRAFFIC DIAGRAM

Functional Class. = Arterial

Design Speed = 70 mph

Max. Superelev. = 0.08

395+

00

590+00

OLIVIA WITHROW

EMILE LOUIS GEBEL, JR.

CARRIE NORVILLE TESSNER

LORA PASSMORE WALKER

JERRY PENDLETON

DONALD TURNER

THURMAN TURNER

RAYMOND PETTYJOHN

EARCIE CORNWELL

PATSY C. BOTTS

KENNETH CROTTS

JERRY DALE COSTNER

JAMES THEODORE DEDMON

GLADYS M. PENDLETON

PAUL DAYNE GRIGG

ROY L. BLACK

FRANKLIN ANTHONY

BELLSOUTH TELECOMMUNICATIONS, INC.

TRINITY PENTECOSTAL HOLINESS CHURCH

T.B. POWELL

JANE GREENE COOPER

CHITTY-YOUNG FAMILY LIMITED PARTNERSHIP

JAMES D. QUEEN

JAMES MICHAEL YARBORO

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

DESIGN PUBLIC HEARING MAP & OFFICIAL CORRIDOR MAP

ROLL 3 OF 5

CLEVELAND COUNTY

PROJECT 34497.1.1 (R-2707)

F. A. PROJECT NHF-74(14)

US 74 - SHELBY BYPASS

DESIGN PUBLIC HEARING MAP & OFFICIAL CORRIDOR MAP

ROLL 3 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

3 O

F 5

CL

EV

EL

AN

D C

OU

NT

Y

PR

OJE

CT

34

49

7.1

.1 (

R-2

70

7)

F.

A.

PR

OJE

CT

NH

F-7

4(1

4)

US

74

- S

HE

LB

Y B

YP

AS

S

DESIGN PUBLIC HEARING MAP & OFFICIAL CORRIDOR MAP

ROLL 3 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

3 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

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 EASEMENTSFUTURE ROADWAY

EXISTING STRUCTURES, ISLAND, CURB

LAKES, RIVER, STREAMS AND PONDS

RAILROAD RIGHT OF WAY

UTILITY EASEMENT

CEMETERIES

0000

0000

PROPOSED CONTROL OF ACCESSEXISTING CONTROL OF ACCESS

PRESENT ADT

FUTURE ADT

AND GUTTER TO BE RETAINED

EXISTING STRUCTURES, ISLAND, CURB

AND GUTTER TO BE REMOVED

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 EASEMENTSFUTURE ROADWAY

EXISTING STRUCTURES, ISLAND, CURB

LAKES, RIVER, STREAMS AND PONDS

RAILROAD RIGHT OF WAY

UTILITY EASEMENT

CEMETERIES

0000

0000

PROPOSED CONTROL OF ACCESSEXISTING CONTROL OF ACCESS

PRESENT ADT

FUTURE ADT

AND GUTTER TO BE RETAINED

EXISTING STRUCTURES, ISLAND, CURB

AND GUTTER TO BE REMOVED

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 EASEMENTSFUTURE ROADWAY

EXISTING STRUCTURES, ISLAND, CURB

LAKES, RIVER, STREAMS AND PONDS

RAILROAD RIGHT OF WAY

UTILITY EASEMENT

CEMETERIES

0000

0000

PROPOSED CONTROL OF ACCESSEXISTING CONTROL OF ACCESS

PRESENT ADT

FUTURE ADT

AND GUTTER TO BE RETAINED

EXISTING STRUCTURES, ISLAND, CURB

AND GUTTER TO BE REMOVED

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 EASEMENTSFUTURE 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 EASEMENTSFUTURE 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 RESURFACEDEXISTING ROADWAYEXISTING ROADWAY

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

BUILDINGS

TO BE REMOVED

PROPOSED EASEMENTSFUTURE ROADWAY

EXISTING STRUCTURES, ISLAND, CURB

LAKES, RIVER, STREAMS AND PONDS

RAILROAD RIGHT OF WAY

UTILITY EASEMENT

CEMETERIES

0000

0000

PROPOSED CONTROL OF ACCESSEXISTING CONTROL OF ACCESS

PRESENT ADT

FUTURE ADT

AND GUTTER TO BE RETAINED

EXISTING STRUCTURES, ISLAND, CURB

AND GUTTER TO BE REMOVED

P

L PROPERTY LINES

LEGEND

AND GUTTER

PROPOSED STRUCTURES, ISLAND, CURB

TEMPORARY ROADWAY / DETOURS

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACEDEXISTING ROADWAYEXISTING ROADWAY

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

BUILDINGS

TO BE REMOVED

PROPOSED EASEMENTSFUTURE ROADWAY

EXISTING STRUCTURES, ISLAND, CURB

LAKES, RIVER, STREAMS AND PONDS

RAILROAD RIGHT OF WAY

UTILITY EASEMENT

CEMETERIES

0000

0000

PROPOSED CONTROL OF ACCESSEXISTING CONTROL OF ACCESS

PRESENT ADT

FUTURE ADT

AND GUTTER TO BE RETAINED

EXISTING STRUCTURES, ISLAND, CURB

AND GUTTER TO BE REMOVED

P

L PROPERTY LINES

LEGEND

AND GUTTER

PROPOSED STRUCTURES, ISLAND, CURB

TEMPORARY ROADWAY / DETOURS

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACEDEXISTING ROADWAYEXISTING ROADWAY

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

BUILDINGS

TO BE REMOVED

PROPOSED EASEMENTSFUTURE ROADWAY

EXISTING STRUCTURES, ISLAND, CURB

LAKES, RIVER, STREAMS AND PONDS

RAILROAD RIGHT OF WAY

UTILITY EASEMENT

CEMETERIES

0000

0000

PROPOSED CONTROL OF ACCESSEXISTING CONTROL OF ACCESS

PRESENT ADT

FUTURE ADT

AND GUTTER TO BE RETAINED

EXISTING STRUCTURES, ISLAND, CURB

AND GUTTER TO BE REMOVED

P

L PROPERTY LINES

LEGEND

AND GUTTER

PROPOSED STRUCTURES, ISLAND, CURB

TEMPORARY ROADWAY / DETOURS

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACEDEXISTING ROADWAYEXISTING ROADWAY

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

BUILDINGS

TO BE REMOVED

PROPOSED EASEMENTSFUTURE ROADWAY

EXISTING STRUCTURES, ISLAND, CURB

LAKES, RIVER, STREAMS AND PONDS

RAILROAD RIGHT OF WAY

UTILITY EASEMENT

CEMETERIES

0000

0000

PROPOSED CONTROL OF ACCESSEXISTING CONTROL OF ACCESS

PRESENT ADT

FUTURE ADT

AND GUTTER TO BE RETAINED

EXISTING STRUCTURES, ISLAND, CURB

AND GUTTER TO BE REMOVED

P

L PROPERTY LINES

LEGEND

AND GUTTER

PROPOSED STRUCTURES, ISLAND, CURB

TEMPORARY ROADWAY / DETOURS

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACEDEXISTING ROADWAYEXISTING ROADWAY

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

BUILDINGS

TO BE REMOVED

PROPOSED EASEMENTSFUTURE ROADWAY

EXISTING STRUCTURES, ISLAND, CURB

LAKES, RIVER, STREAMS AND PONDS

RAILROAD RIGHT OF WAY

UTILITY EASEMENT

CEMETERIES

0000

0000

PROPOSED CONTROL OF ACCESSEXISTING CONTROL OF ACCESS

PRESENT ADT

FUTURE ADT

AND GUTTER TO BE RETAINED

EXISTING STRUCTURES, ISLAND, CURB

AND GUTTER TO BE REMOVED

P

L PROPERTY LINES

TRAFFIC SIGNAL

POTENTIAL DWARF-FLOWERED HEARTLEAF SITES

0.02

0.02

0.02

CL

0.02

GRADE

POINT

EXIST. GROUND

EXIST. GROUND

VARIABLE

SLOPES

EXIST. GROUND

EXIST. GROUND

VARIABLE

SLOPES

4:1

4:14:1

4:1

NC 15 (FALLSTON RD.)

NC 15 (FALLSTON RD.)

TYPICAL SECTION

GRADE TO THIS LINE

64’

10’ 12’ 12’ VAR 4’ TO 16’ VAR 12’

TO 24’

12’ 10’

2’2’

6:1 6:1

CL

0.020.04 0.02 0.08

6:16:1

6:1EXIST. GROUND

EXIST. GROUND

0.020.08

6:1

EXIST. GROUND

EXIST. GROUND

0.040.02

(-L-) US 74 (Shelby Bypass)

-L-

GRADE

POINT2:1

VARIABLE

SLOPES

VARIABLE

SLOPES

0.020.02

PDPSPDPS

FDPS

GRADE

POINT

TYPICAL SECTION

GRADE TO THIS LINE

FDPS FDPSFDPS

2:1 MAX

24’46’24’

10’12’12’6’17’17’6’12’12’10’

12’

4’ 4’

12’ - 15’

4’4’

1"=200’

050100 100 200

1"=200’

050100 100 200

PROPOSED NOISE WALLPROPOSED NOISE WALL

PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION

PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION

PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION

SR

1934 S

OU

TH

OA

K D

RIV

E

CHORD

CHORD

CHO

RD

CHORD

CHORD

CHORD

CHORD

CHORD

CHORD

CHORD CHORDCHORD

CHORD

CHORD

CHORD

FIRST BROAD RIVER

SR 1850 M

ET

CA

LF R

D 22’B

ST

GR

GR

GR

GR

SO

IL

SOIL

POND

SR 1850 METCALF RD 22’BST

GR

BST

13’ B

ST

GR

CONC

WIN

DY

RID

GE

FA

RM

DR

17’ B

ST

SO

IL

SO

IL

13’ BST

10’ B

ST

GR

SOIL

12’ CONC

CO

NC

POND

W.E. 810.7

SR

1005 N

OR

TH

LA

FA

YE

TT

E S

T 2

0’ B

ST

ARBORETUM W

AY 14’ BST

AR

BO

RE

TU

M W

AY

14’ BST

SOIL

SR

1005 N

OR

TH

LA

FA

YE

TT

E S

T 20’ B

ST

SR

1005 N

OR

TH

LA

FA

YE

TT

E S

T 2

0’ B

ST

GR

GR

10’ CONC

CONC

10’ C

ON

C

GR

BST

11’ CO

NC

CONC

12’ B

ST

SOIL

SOIL

CONC

10’ CO

NC

SR

1837 M

cB

RIA

R S

PR

IN

GS

RD

18’ B

ST

10’

CO

NC

10’ CONC

SR

1837 M

cBR

IAR

SPR

ING

S R

D 1

9’ B

ST

12’ BST

SOIL

SR

1837 McB

RIA

R S

PR

ING

S R

D 18’ B

ST

w.e.897.75

GR

GR

GR

BS

T

BS

T

10’

CO

NC

POOL

GR

GR

CO

NC

GR

BST

BS

T

BS

T

BS

T

CO

NC

CO

NC

CO

NC

GR

GR

GR

GR

GR

CONC

SOIL

10’ CONC

CONC

CO

NC

GR

SO

IL

SOIL

SR 1843 SPRING BROOK DR GR

GR

POND

GR

GR

GR

GR

GR

GR

GR

GR

BST

BST

GR

GR

GR

GR

GR

SO

IL

GR

CONC

GR

GR

CONC

CO

NC

CO

NC

CONC

GR

SOIL

GR

12’ B

ST

GR

GR

GR

BST

GR

SOIL

GR

15" CO

NC

GR

GR

11’

BS

T

10" CONC

11’ BST

CO

NC

CONC

BST

SOIL

GR

GR

GR

GR

SO

IL

GR

GR

CO

NC

SR

1908 NEW

PR

OSPEC

T C

N R

D B

ST

BST

GR

GR

CONC

NC

18 F

AL

LST

ON

RD

BST

GR

CONC

CONC

CO

NC

SR

1842 L

IT

HIA

SP

RIN

GS

RD

19’ B

ST

SR 1853 BURL TURNER RD 30’ BST

SR 1853 BURL TURNER RD 24’ BST

10’ BST

10’ BST

NC 18 F

ALLSTO

N R

D 48’ B

ST

12’ BST

SR 1844 BOTTS RD 31’ BST

GR

GR

11’ C

ON

C

SR

1842 L

ITH

IA S

PR

ING

S R

D 1

8’ B

ST

SR

1842 L

IT

HIA

SP

RIN

GS

R

D 18’ B

ST

NC

18 FA

LL

ST

ON

RD

B

ST

SR 1927 C

AR

TER R

D 18’ B

ST

SR

1927 C

AR

TE

R R

D 1

7’ B

ST

11’ CONC

SOIL

SOIL

SOIL

SOIL

SOIL

GR

GR

CONC

SOIL

SOIL

SR

1934 S

OU

TH

OA

K D

R 1

6’ B

ST

GR

GR

9’ CONC

SR

1927 C

AR

TE

R R

D 1

9’ B

ST

SR

1927 C

AR

TE

R R

D 1

7’ B

ST

GR

GR

9’GR

20’CO

NC

GR

GR

CSX RR

10’ CONC

20’ CONC

GR

GR15’ CONC

CONC

GR

GR

GR

GR

GR

GR

GR

CONC

CO

NC

CONC

GR

GR

GR

CO

NC

CO

NC

CO

NC

GR

GR

GR

GR

GR

GR

GR

GR

GR

GR

GR

GR

GR

GR

SOIL

BST

GR

CO

NC

CONC

GR

CO

NC

GR

GR

CO

NC

12’ CO

NC

23’ BST

SR 1

926 A

IRPO

RT R

D 24’ BST

N C

RE

SC

EN

T C

IR 1

8’ B

ST

SR 1

926 A

IRPO

RT R

D 20’ BST

N CRESCENT CIR 18’ BST

NC

180 N

OR

TH

PO

ST

RD

24’ B

ST

GR

GR

GR

NC

180 N

OR

TH

PO

ST

RD

24’ B

ST

SR

1926 A

IRPO

RT R

D 24’ B

ST

NC

180 N

OR

TH

PO

ST

RD

24’ B

ST

NC

180 N

OR

TH

PO

ST

RD

24’ B

ST

10+00

30+00

35+

00

20+00

10+00

15+00

30+00

20+00

25+00

30+00

35+00

10+

00

15+00

20+00

10+

00

5+

00

10+

00

15+

00

5+

00

10+00

5+00

10+00

15+00

15+

00

35+00

30+00

15+00

10+

00

20+00

5+

00

25+00

30+00

35+00

35+00

25+00

20+00

20+00

15+00

15+00

10+00

10+00

5+00

10+00

10+00

15+00

10+00

20+0015+00

20+00

25

+0

0

30+00

10+00

15+00

10+

00

5+00

35+00

S 71^ 14’ 53.5" E

5

10

5

5

10

15

20

SR

1842

13’ B

ST

SR 1844

BOTTS ROAD

17’ BST

13’ B

ST

SR

1842 (

LIT

HIA

SP

RIN

GS

RD

.)

TO SH

ELBY

TO

SH

EL

BY

TO

DO

UB

LE

SH

OA

LS

RD

.

TO

SHELB

Y

TO

DIC

K S

PA

NG

LE

R R

D.

TO

NC

18 (

FA

LL

ST

ON

RD

.)

TO

SH

ELBY

TO

FA

LL

ST

ON

TO AIRPORT RD.

TO

NC

18 (F

AL

LS

TO

N R

D.)

TO

NC 1

8 (F

ALLSTO

N R

D.)

TO

NC

150 (

CH

ER

RY

VIL

LE R

D.)

POND

-L- PROPOSED US 74 SHELBY BYPASS

-L- PROPOSED US 74 SHELBY BYPASS

-L- P

RO

PO

SED

US 7

4 S

HELBY

BY

PA

SS

-Y2- SR

1850 (ME

TC

AL

F RD

.)

-Y

3- S

R 1

005 (

NO

RT

H L

AF

AY

ET

TE

ST

.)

-Y4- S

R 1

837 (M

cBR

IAR

SPR

ING

S R

D.)

-Y9- N

C 1

8 (FA

LLSTO

N R

D.)

-Y

8- S

R 1

927 (

CA

RT

ER

RD

.)

-Y8A

- SR 1

926 (A

IRPO

RT R

D.)

-Y

11- N

C 1

80 (

NO

RT

H P

OS

T R

D.)

SR 1843 (SPRING BROOK DR.)

485’

RIG

HT

OF

WA

Y

320’

RIG

HT O

F W

AY

FIRST BROAD RIVER

POND

POND

-Y9- D

ET

OU

R

46’ MEDIAN

24’

24’

-Y8- R

EL

OC

AT

ED

46’ MED

IAN

24’

24’

2007

2025ADT

15890

2660

15780

22800

2110

3100

3840

6000

540

900

-L- (US 74)

16420

25600

-Y9- (NC 18)

1740

4800

18710

29600

-Y18-

C

A C

A C

A C

A C

A C

A C

A C

A C

A C

A

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