hand existing existing - ncdot site... · hand existing existing ... 2 -d1- 10+40 2.23m x 1.60m cs...

Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural

Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands Impacts Impacts Permanent Temp. Design

(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)

1 -L- 228+50 1000mm CMP 0.01 <0.01 55 16

1 -L- 228+50 RT BANK STABILIZATION <0.01 13

2 -D1- 10+40 2.23m X 1.60m CS PIPE ARCH 0.02 <0.01 59 18

2 -D1- 10+40 RT BANK STABILIZATION <0.01 26

3 -L- 230+85 900mm CMP 0.01 <0.01 41 8


4 -L- 231+50 1800mm CMP <0.01 0.02 13 12

4 -L- 231+50 RT BANK STABILIZATION 0.01 33

5 -L- 232+90 1500mm CMP 0.02 <0.01 83 13

6 -L- 236+10 1400mm CMP 0.01 <0.01 51 11


7 -L- 243+30 2100mm CMP 0.00 0.00 0 0

8 -L- 249+65 1500mm CMP <0.01 <0.01 19 9

9 -D4- 10+30 2.41m X 1.70m CS PIPE ARCH <0.01 <0.01 16 25

9 -D4- 10+30 BANK STABILIZATION <0.01 16

9A -L- 255+40 RT BANK STABILIZATION 0.00 25

10 -L- 257+35 / -Y10- 11+00 2@ 1.8m X 1.8m RCBC / BASIN 0.11 0.01 691 47


11 -L- 270+55 1400mm CSP <0.01 <0.01 13 10

11 -L- 270+55 LT BANK STABILIZATION <0.01 19

12 -Y17- 11+30 2@ 3.0m X 2.4m RCBC 0.21 <0.01 305 20

13 -L- 279+93 1@ 2.13m X 1.52m RCBC 0.01 <0.01 66 15

13 -L- 279+93 LT BANK STABILIZATION <0.01 16

14 -L- 284+30 Lt. 2 - 2@ 3.35m X 2.74m RCBC 0.00 0.00 0 0

14 -L- 283+96 / -L- 284+98 LT BANK STABILIZATION 0.07 270

SHEET TOTAL: 0.29 0.03 1723 204

SHEET OF 10/21/14

WETLAND PERMIT IMPACT SUMMARY

WBS - 35609.1.1 (R2519A)YANCEY COUNTY

WETLAND IMPACTS SURFACE WATER IMPACTS

NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS

jhemphill

Text Box

Permit Drawings Sheet 6 of 86 Revised 10/03/14

10

0

$$$$$$$$$$$$$$$$

DG

N$$$$$$$$$$$$$$$$

$$$$

US

ER

NA

ME$$$$

SHEET NO.PROJECT REFERENCE NO.

CONST.REV.

ENGINEERROADWAY DESIGN

ENGINEERHYDRAULICS

R-2519A 20

R / W SHEET NO.METRIC

R / W REV.

8/17/99

MA

TC

HLIN

E -L- STA. 278+

20 SEE S

HEET N

O. 19

MA

TC

HLIN

E -L- STA. 281+

60 SEE S

HEET N

O. 21

-L- US 19E

PE

NS

AC

OL

A

RD.

SR 14

29

-Y17-

NC I9

7

-Y17-

MATCHLINE -Y17- STA. 12+30 SEE SHEET NO. 41

5

2031 ADT

2011 ADT

5058

4200

2529

2100

36387

25100

4793

3150

9522

6450

3565

2350

33995

23350

1365

1150

NA

D 83/ 9

5

PROPOSED TRAFFIC SIGNAL FOR -Y17- PROFILE SEE SHEET 66

FOR -L- PROFILE SEE SHEET 52

FOR WCR STATIONING SEE PAVEMENT MARKING PLANS

FOR CULVERT DESIGN SEE SHEETS C-1 THRU C-112

-Y17-

SE = SEE PLANS

PT

Sta. 2

80+39.8

52

45-15-45

55-14-55

55-12-55

9 5.4

95.4

2 OS

2 OS

+02.4

+47.4

PI Sta 279+24.981D= 18° 42’ 28.0" (LT)L = 231.824T = 116.953R = 710.000

-L-

R=15

1.5 OS279

280

281

BEGIN CONST.

-Y17-

-L-

SE = SEE PLANS SE = SEE PLANS

3.6

3.6

3.6

4.8

4.8

1.2

4.8

4.8

3.6

3.6

3.6

3.61.2

4.8

4.8

3.6

3.6

3.6

3.6

1.2

45

LT EP TAPER

3.6

3.6

3.63.63.6

3.63.63.63.6

+58.8

1.2

0.9

75 2.6

25

2.6

25

0.9

75

+40

00

15

7.2 DR

10.8 DR

9 DR

9 DR

10.8 DR

10.8 DR10.8 DR

S 15

° 27’ 0

0.0" E

PI Sta 11+24.183D = 15° 50’ 00.0" (RT)L = 45.597T = 22.945R = 165.000

S 0° 23’ 00.0"

W

PI Sta 12+01.039D = 24° 06’ 00.0" (RT)L = 60.991T = 30.953R = 145.000

PI Sta 12+73.510D = 2° 22’ 00.0" (RT)L = 41.306T = 20.656R = 1,000.000

PCSta. 11+70.086

02

0203

4.76

70

LT

&

RT

TAP

ER

30

8

3.6

9

+21

RT

EP

TAP

ER

9

DR

4.2

DR

+80

8

+91.203

30

LT EP

TAP

ER

3.8

DR

-Y17- POTSta.11+58.788

-L- POCSta. 279+42.984

-L-

-Y17- PCSta. 11+01.239

-Y17- PTSta. 11+46.835

-Y17- P

TSta. 12

+31.0

77

N 79° 11’ 41.1" E -

L-

CONC CURBPROP. 200X450 mm




RT EP TAPER

45

END CURB & GUTTER+80

6

DR

-Y17- POTSta. 10+23.000

+25

+05.19

8

PROP. CONC. 450mm C&G

BEARING

AH =

S 24

° 29’ 00.0

" W

PROP. 1.5m SIDEWALK

PROP. 1.5m SIDEWALK

PROP. 1.5m SIDEWALK

PROP. 1.5m SIDEWALK

PROP. 1.5m SIDEWALK

PROP. 1.5m SIDEWALK

PROP. 1.5m SIDEWALK

+19.3

+63.6

+53.6

+08.6


.02

.02

.02

.01

.01

.02

.02

.03

.03

.04

.03

.02

.04

.03

.02

.01

.0.0

.01

.02.02

.01

.0.0

.01

.02

.03

.03

SE = 0.03

R=0.6

R=0.6

6.8



+00.2

0

WCR

WCRWCR

WCR

WCR

WCR WCR

WCR

GRAU-350

GR

AU-350

GR

AU-350

CAT-1AT-1

END PROPOSEDRETAINING WALL #4 +65

CB

REMOVE

DI

DI

1050

CB

REMOVE

DI

REMOVE

MH

DI

DI

CB375

DI CB

375

CB

CB

COLLAR

CB

RETAIN

RETAIN

CB

CB

CURB CUT

CURB CUT

CB

DI

DI

CB

BDO

CB

REMOVE DI

REMOVE

REMOVE

HW

BURIED O.3mINVERT

PLUG

375

W/ E

LB

OW

SHEET 2-LSEE DETAIL ’X’GRASSED SWALE1.0m BASE

BERM DITCH

DITCHBERM

W/ 2 ELBOWS400 CSP

W/ ELBOW

450 CSP

375

F.F. 5.9 SMEST. 1.8 TONSCL B RIP RAP


JB

TS

S

S

SITE 12

S S IMPACT - PERMANENT

DENOTES SURFACE WATER

TS TS IMPACT - TEMPORARY


S

S

SITE 13TS

TS

2 @ 3.0m X 2.4m RCBCSEE SHEET 2-NPSH 1050mm

CB

MH

SHEET 2-L SEE DETAIL ’AZ’CLASS ’I’ RIP RAP

RE

MO

VE

RE

MO

VE

AZ

5 M 1 M

17 I

.3 M

Natural Natural

Ground Ground

D

( Not to Scale)

EXISTING BANKEXI

STING

BANK

PIPE OUTLET CHANNEL

Est = _______ Tons of Class ___ RipRap

D = _________Length = ________

d = _______

(Variable)

CHANNEL BED

DETAIL __

-L- STA. 279+92 TO 279+98 LT

2:1

0.15m

3.0m

(NOT TO SCALE)

RIP RAP

CLASS ’I’

0.3m

ENTRANCE AND OUTLET

LOW FLOW BENCH AT CULVERT

DETAIL C-12

375

375

375

375

DI

JB/MH

Extra Depth

CB,

EST. 14 TONS RIP RAPEST. 40 CU. M. DDESEE DETAIL C-12 SHEET 2-MLOW FLOW BENCH

EST. 15 TONS RIP RAPEST. 600 CU. M. DDESEE DET. C-50 SHT. 2-MLOW FLOW BENCH

2GI

-L- 279+05 TO 279+22 LT.

2:1

(NOT TO SCALE)

RIP RAP

CLASS ’I’

0.3m

NO FILTER FABRIC

ENTRANCE


DETAIL C-50

-L- 278+58 TO 279+02 LT.

2:1

2:1

Slope

Fill

1.5m

0.08 m/m

0.3m

3.0m

3.0m

RIP RAP

CLASS ’I’

TS

TO ELEV = 810.0mCLASS I RIP RAP

gEIP

gEIP

FCM

S2°5

5’5

7"W

100.5

20

S2°5

5’5

7"W

24.112

S1°36’5

5"W

3.0

82

EIP-

RW

101.296

CM-EIP

S47°2

4’0

0"E

B

B

S32°0

4’2

7"E

24.4

81

N56°

33’32"

E

85.6

90

S06°0

4’19"W

31.715

B

S10

°54’0

0"E

36.9

15

S09°5

2’13"W

34.6

67

DB 363 PG 130

FRANK FOXDB 191 PG 260

CHARLES RANDOLPHDB 220 PG 451

B

DB 94 PG 413ELOISE B. BRIGGS

ROLANDRUSSELL DAVID

EXISTING R/W

+72.5

40

22.3

26

22.892

+33.376

23.3

35

+70.8

09

19.389

+96.334

17.5

59

+44.5

23

45.7

20

(150.0

0’)

CHARLES & KEVIN DELLINGER

DB 263 PG 219

DB 192 PG 33

DB 139 PG 448

GREG & MADELINE BRYANT

LAWHERN

LUTHER H.

DB 151 PG 337

FCM

18.288

EXISTING R/W

(60’)

WALLACE B. EDGE

10.141

+36.488

22.8

10

+11.4

73

30.48m(100.00’)

45.7

20

(150.0

0’)

29.0

72

N01°36’5

4"E

36.000S79°50’04"E

DB 201 PG 625

DB 201 PG 625DB 201 PG 625

WALLACE B. EDGE

DB 201 PG 625

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

64.2

05

N03°14

’21"W

51.7

29

N03°14

’21"W

gEIP

28.4

00

+35.8

90

3.35m

(11.00’)

9.14m

(30.00’)

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

27.4

99

N00°4

4’2

4"E

EIPg

18.6

69

17.9

99

33.497

40.837

+02.80

8

DELX, INC.

DB 354 PG 537UNRECORDED PLAT

+92.640

+39.852

+39.852

+29

+38 +72

+82+21

-Y17-

+95

+90

+81

+87

+86

+80-Y17-

+60-Y17-

+35

31m(101.71’)

20m(65.62’)

20m(65.62’)

(45.93’)14m

(39.37’)12m

(144.3

6’)44m

(65.62’)20m

(147.64’)45m

102

103

108

109107

106

105

104

+37.5

+21

+31

101

100

+00

+90

& 25.5m(83.66’)22.887m(75.09’)

22.808m(74.83’)25.5m(83.66’) &

& 24m(78.74’)22.369m(73.39’)

22.198m(72.83’)

24m(78.74’) &

& 23m(75.46’)22.047m(72.33’)

23.071m(75.69’)

18.00

0m(59.06’)

20m(

65.62’) &

22.776m(74.73’)

33m(108.27’) &

22.851m(74.97’)

33m(108.27’) &

19.051m(62.50’)

& 32m(104.99’)26.593m(87.25’)

& 32m(104.99’)27.044m(88.73’)

28.149m(92.35’)31m(101

.71’) &

99A99

+92.862

(91.75’)27.964m

& 20m(65.62’)17.727m(58.16’)

+4317.687

m(58.03’)

20m(65.62’)

&+67

(65.62’)

20.000

m+72.312

+5050m(164.04’)

d

PV

C

200

mm

TH 25

200 mm

15 mm

300 mm

200 mm

200 mm

(TS)

EOI

EOI

EOI

(TS)

(TS)

(TS)

200

mm

200 mm

150

mm

300 mm

15

mm

50

mm

EOI

(3)T

FO

T

&

T

FO

200

mm

EOI

FOR THIS WM.PIPING FOUND

NO ASSOCIATED

50 mm

ASSUMED ABANDONED

ORIGIN AND

ARE OF UNKNOWN

MARKED "?UTL"

FRAGMENTED LINES

NOTE:

EN

D

150

mm

150 mm

150

mm

T

T

T

TT

CMP

450mm

CM

P

450

mm

2-1.8 X 1.8 RCBC

CONC. HW 1.4m

2.13

X 1.5

2

RC

BC

PP

Q

R

R

P

P

P

PR

O

R

PP

R

Q

P

RP

P

P

P

P

R

PP

P

P

{

z

X X XX

S

S

dX

X

X

X

X

X

XX

X

X

X

X

X

X

YY

RR

X

X

X

XXX

XX

X

XXX

XXXXXXX

X

X

S

S

XX

XX

X

X

X

X

X

XX

YYY

X

X

YY

Y

X

Y

O

YYS

Y

Y

XS

z

R

XXX

X S

O

Y

GR

S

ISFBUS

1800mm

CHL

S

1SB

LK

BU

S

C

MP

300

mm

CMP

375mm

HT

R

GR

S

S

S

GR

GR

2S

BL

K&FB

US

1SBL

K&FB

US

S

W/L

T

G

GR

1S

FD

BST

S

HTR

HTRBUS

1SFBUS

BST

VVVVVVVVVV

V

375mm

CMP

GR

GR

LT

CO

NC

BST

W/SIG

LT

DI

S

CONC

BST

1SBKBUS

C

ON

C

1400

mm

7.3

BS

T

CMP

375mm

CMP

375mm

7.3

BS

T

1400

mm

CO

NC

DI

200

mm

CM

P

B

ST

US 19E 10.7 BST

0.9 BST

0.6 BST

MTL

MTL

1SBLKBUS

1SBLKBUS

W/SIGLT

W/SIGLT

MTL

R15

00

mm

CM

P W/LT

W/SIGLT

STONE1050mm

PW/LT

13249L

2 GAS

S

W/LT

SOIL

W/LT

GR

4SBW

W/LT

W/LTW/LT

W/LT

W/LT

W/LT

BST

4SBW 4.9 BST

BST

O

O

O

XXX

X

X

XX

X X

YY

YYYYYYY

US 19E 10.7 BST

EOT

EOP

0.6 BST

SIGN

WOOD

CURB

CONC

150mm

C

AN

OP

Y

MT

L

CU

RB

150

mm

CO

NC

5.5

BS

T

PE

NS

COLA

RD

:

BL-54-

{

z

z

F

F

F

F

F

F

FFF

F

C

C

C

C

C

C

C

C

F

F

jhemphill

Text Box


10

0

$$$$$$$$$$$$$$$$

DG

N$$$$$$$$$$$$$$$$

$$$$

US

ER

NA

ME$$$$

SHEET NO.PROJECT REFERENCE NO.

CONST.REV.

ENGINEERROADWAY DESIGN

ENGINEERHYDRAULICS

R-2519A 20

R / W SHEET NO.METRIC

R / W REV.

8/17/99

MA

TC

HLIN

E -L- STA. 278+

20 SEE S

HEET N

O. 19

MA

TC

HLIN

E -L- STA. 281+

60 SEE S

HEET N

O. 21

-L- US 19E

PE

NS

AC

OL

A

RD.

SR 14

29

-Y17-

NC I9

7

-Y17-

MATCHLINE -Y17- STA. 12+30 SEE SHEET NO. 41

5

2031 ADT

2011 ADT

5058

4200

2529

2100

36387

25100

4793

3150

9522

6450

3565

2350

33995

23350

1365

1150

NA

D 83/ 9

5

PROPOSED TRAFFIC SIGNAL FOR -Y17- PROFILE SEE SHEET 66

FOR -L- PROFILE SEE SHEET 52

FOR WCR STATIONING SEE PAVEMENT MARKING PLANS

FOR CULVERT DESIGN SEE SHEETS C-1 THRU C-112

-Y17-

SE = SEE PLANS

PT

Sta. 2

80+39.8

52

45-15-45

55-14-55

55-12-55

9 5.4

95.4

2 OS

2 OS

+02.4

+47.4

PI Sta 279+24.981D= 18° 42’ 28.0" (LT)L = 231.824T = 116.953R = 710.000

-L-

R=15

1.5 OS279

280

281

BEGIN CONST.

-Y17-

-L-

SE = SEE PLANS SE = SEE PLANS

3.6

3.6

3.6

4.8

4.8

1.2

4.8

4.8

3.6

3.6

3.6

3.61.2

4.8

4.8

3.6

3.6

3.6

3.6

1.2

45

LT EP TAPER

3.6

3.6

3.63.63.6

3.63.63.63.6

+58.8

1.2

0.9

75 2.6

25

2.6

25

0.9

75

+40

00

15

7.2 DR

10.8 DR

9 DR

9 DR

10.8 DR

10.8 DR10.8 DR

S 15

° 27’ 0

0.0" E

PI Sta 11+24.183D = 15° 50’ 00.0" (RT)L = 45.597T = 22.945R = 165.000

S 0° 23’ 00.0"

W

PI Sta 12+01.039D = 24° 06’ 00.0" (RT)L = 60.991T = 30.953R = 145.000

PI Sta 12+73.510D = 2° 22’ 00.0" (RT)L = 41.306T = 20.656R = 1,000.000

PCSta. 11+70.086

02

0203

4.76

70

LT

&

RT

TAP

ER

30

8

3.6

9

+21

RT

EP

TAP

ER

9

DR

4.2

DR

+80

8

+91.203

30

LT EP

TAP

ER

3.8

DR

-Y17- POTSta.11+58.788

-L- POCSta. 279+42.984

-L-

-Y17- PCSta. 11+01.239

-Y17- PTSta. 11+46.835

-Y17- P

TSta. 12

+31.0

77

N 79° 11’ 41.1" E -

L-





RT EP TAPER

45

END CURB & GUTTER+80

6

DR

-Y17- POTSta. 10+23.000

+25

+05.19

8


BEARING

AH =

S 24

° 29’ 00.0

" W

PROP. 1.5m SIDEWALK

PROP. 1.5m SIDEWALK

PROP. 1.5m SIDEWALK

PROP. 1.5m SIDEWALK

PROP. 1.5m SIDEWALK

PROP. 1.5m SIDEWALK

PROP. 1.5m SIDEWALK

+19.3

+63.6

+53.6

+08.6


.02

.02

.02

.01

.01

.02

.02

.03

.03

.04

.03

.02

.04

.03

.02

.01

.0.0

.01

.02.02

.01

.0.0

.01

.02

.03

.03

SE = 0.03

R=0.6

R=0.6

6.8



+00.2

0

WCR

WCRWCR

WCR

WCR

WCR WCR

WCR

GRAU-350

GR

AU-350

GR

AU-350

CAT-1AT-1

END PROPOSEDRETAINING WALL #4 +65

CB

REMOVE

DI

DI

1050

CB

REMOVE

DI

REMOVE

MH

DI

DI

CB375

DI CB

375

CB

CB

COLLAR

CB

RETAIN

RETAIN

CB

CB

CURB CUT

CURB CUT

CB

DI

DI

CB

BDO

CB

REMOVE DI

REMOVE

REMOVE

HW

BURIED O.3mINVERT

PLUG

375

W/ E

LB

OW

SHEET 2-LSEE DETAIL ’X’GRASSED SWALE1.0m BASE

BERM DITCH

DITCHBERM

W/ 2 ELBOWS400 CSP

W/ ELBOW

450 CSP

375



JB

TS

S

S

SITE 12

S S IMPACT - PERMANENT


TS TS IMPACT - TEMPORARY


S

S

SITE 13TS

TS

2 @ 3.0m X 2.4m RCBC

804

805

805

805

805

805

806

806

806

806

806

807

807

807

807

807

807

807

807

808

808

808

808

808

809

809

809

809

809

809

809

809

810

810

810

810

810

810

810

810

810

810

811

811

811

812

812

812

812

812

813

813

814

814

815

815

815

815

816

816

817

817

817

818

818

819

820

821

822

823

824

825

826

827

827

SEE SHEET 2-NPSH 1050mm

CB

MH

SHEET 2-L SEE DETAIL ’AZ’CLASS ’I’ RIP RAP

RE

MO

VE

RE

MO

VE

AZ

5 M 1 M

17 I

.3 M

Natural Natural

Ground Ground

D

( Not to Scale)

EXISTING BANKEXI

STING

BANK

PIPE OUTLET CHANNEL

Est = _______ Tons of Class ___ RipRap

D = _________Length = ________

d = _______

(Variable)

CHANNEL BED

DETAIL __

-L- STA. 279+92 TO 279+98 LT

2:1

0.15m

3.0m

(NOT TO SCALE)

RIP RAP

CLASS ’I’

0.3m

ENTRANCE AND OUTLET


DETAIL C-12

375

375

375

375

DI

JB/MH

Extra Depth

CB,

EST. 14 TONS RIP RAPEST. 40 CU. M. DDESEE DETAIL C-12 SHEET 2-MLOW FLOW BENCH

EST. 15 TONS RIP RAPEST. 600 CU. M. DDESEE DET. C-50 SHT. 2-MLOW FLOW BENCH

2GI

-L- 279+05 TO 279+22 LT.

2:1

(NOT TO SCALE)

RIP RAP

CLASS ’I’

0.3m

NO FILTER FABRIC

ENTRANCE


DETAIL C-50

-L- 278+58 TO 279+02 LT.

2:1

2:1

Slope

Fill

1.5m

0.08 m/m

0.3m

3.0m

3.0m

RIP RAP

CLASS ’I’

TS

TO ELEV = 810.0mCLASS I RIP RAP

gEIP

gEIP

FCM

S2°5

5’5

7"W

100.5

20

S2°5

5’5

7"W

24.112

S1°36’5

5"W

3.0

82

EIP-

RW

101.296

CM-EIP

S47°2

4’0

0"E

B

B

S32°0

4’2

7"E

24.4

81

N56°

33’32"

E

85.6

90

S06°0

4’19"W

31.715

B

S10

°54’0

0"E

36.9

15

S09°5

2’13"W

34.6

67

DB 363 PG 130

FRANK FOXDB 191 PG 260

CHARLES RANDOLPHDB 220 PG 451

B

DB 94 PG 413ELOISE B. BRIGGS

ROLANDRUSSELL DAVID

EXISTING R/W

+72.5

40

22.3

26

22.892

+33.376

23.3

35

+70.8

09

19.389

+96.334

17.5

59

+44.5

23

45.7

20

(150.0

0’)

CHARLES & KEVIN DELLINGER

DB 263 PG 219

DB 192 PG 33

DB 139 PG 448

GREG & MADELINE BRYANT

LAWHERN

LUTHER H.

DB 151 PG 337

FCM

18.288

EXISTING R/W

(60’)

WALLACE B. EDGE

10.141

+36.488

22.8

10

+11.4

73

30.48m(100.00’)

45.7

20

(150.0

0’)

29.0

72

N01°36’5

4"E

36.000S79°50’04"E

DB 201 PG 625

DB 201 PG 625DB 201 PG 625

WALLACE B. EDGE

DB 201 PG 625

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

64.2

05

N03°14

’21"W

51.7

29

N03°14

’21"W

gEIP

28.4

00

+35.8

90

3.35m

(11.00’)

9.14m

(30.00’)

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

27.4

99

N00°4

4’2

4"E

EIPg

18.6

69

17.9

99

33.497

40.837

+02.80

8

DELX, INC.

DB 354 PG 537UNRECORDED PLAT

+92.640

+39.852

+39.852

+29

+38 +72

+82+21

-Y17-

+95

+90

+81

+87

+86

+80-Y17-

+60-Y17-

+35

31m(101.71’)

20m(65.62’)

20m(65.62’)

(45.93’)14m

(39.37’)12m

(144.3

6’)44m

(65.62’)20m

(147.64’)45m

102

103

108

109107

106

105

104

+37.5

+21

+31

101

100

+00

+90

& 25.5m(83.66’)22.887m(75.09’)

22.808m(74.83’)25.5m(83.66’) &

& 24m(78.74’)22.369m(73.39’)

22.198m(72.83’)

24m(78.74’) &

& 23m(75.46’)22.047m(72.33’)

23.071m(75.69’)

18.00

0m(59.06’)

20m(

65.62’) &

22.776m(74.73’)

33m(108.27’) &

22.851m(74.97’)

33m(108.27’) &

19.051m(62.50’)

& 32m(104.99’)26.593m(87.25’)

& 32m(104.99’)27.044m(88.73’)

28.149m(92.35’)31m(101

.71’) &

99A99

+92.862

(91.75’)27.964m

& 20m(65.62’)17.727m(58.16’)

+4317.687

m(58.03’)

20m(65.62’)

&+67

(65.62’)

20.000

m+72.312

+5050m(164.04’)

d

PV

C

200

mm

TH 25

200 mm

15 mm

300 mm

200 mm

200 mm

(TS)

EOI

EOI

EOI

(TS)

(TS)

(TS)

200

mm

200 mm

150

mm

300 mm

15

mm

50

mm

EOI

(3)T

FO

T

&

T

FO

200

mm

EOI

FOR THIS WM.PIPING FOUND

NO ASSOCIATED

50 mm

ASSUMED ABANDONED

ORIGIN AND

ARE OF UNKNOWN

MARKED "?UTL"

FRAGMENTED LINES

NOTE:

EN

D

150

mm

150 mm

150

mm

T

T

T

TT

CMP

450mm

CM

P

450

mm

2-1.8 X 1.8 RCBC

CONC. HW 1.4m

2.13

X 1.5

2

RC

BC

PP

Q

R

R

P

P

P

PR

O

R

PP

R

Q

P

RP

P

P

P

P

R

PP

P

P

{

z

X X XX

S

S

dX

X

X

X

X

X

XX

X

X

X

X

X

X

YY

RR

X

X

X

XXX

XX

X

XXX

XXXXXXX

X

X

S

S

XX

XX

X

X

X

X

X

XX

YYY

X

X

YY

Y

X

Y

O

YYS

Y

Y

XS

z

R

XXX

X S

O

Y

GR

S

ISFBUS

1800mm

CHL

S

1SB

LK

BU

S

C

MP

300

mm

CMP

375mm

HT

R

GR

S

S

S

GR

GR

2S

BL

K&FB

US

1SBL

K&FB

US

S

W/L

T

G

GR

1S

FD

BST

S

HTR

HTRBUS

1SFBUS

BST

VVVVVVVVVV

V

375mm

CMP

GR

GR

LT

CO

NC

BST

W/SIG

LT

DI

S

CONC

BST

1SBKBUS

C

ON

C

1400

mm

7.3

BS

T

CMP

375mm

CMP

375mm

7.3

BS

T

1400

mm

CO

NC

DI

200

mm

CM

P

B

ST

US 19E 10.7 BST

0.9 BST

0.6 BST

MTL

MTL

1SBLKBUS

1SBLKBUS

W/SIGLT

W/SIGLT

MTL

R15

00

mm

CM

P W/LT

W/SIGLT

STONE1050mm

PW/LT

13249L

2 GAS

S

W/LT

SOIL

W/LT

GR

4SBW

W/LT

W/LTW/LT

W/LT

W/LT

W/LT

BST

4SBW 4.9 BST

BST

O

O

O

XXX

X

X

XX

X X

YY

YYYYYYY

US 19E 10.7 BST

EOT

EOP

0.6 BST

SIGN

WOOD

CURB

CONC

150mm

C

AN

OP

Y

MT

L

CU

RB

150

mm

CO

NC

5.5

BS

T

PE

NS

COLA

RD

:

BL-54-

{

z

z

F

F

F

F

F

F

FFF

F

C

C

C

C

C

C

C

C

F

F

jhemphill

Text Box


jhemphill

Text Box

Roadway Plansheet 20 Revised 10/03/2014

VICINITY

NORTH CAROLINADIVISION OF HIGHWAYS

SHEET OF

NCDOT

Burnsville

1367

1336

1336

1438

1437

1455

1196

13751374 1428

1139

1195

1139

1200

1373

1443

13721371

1428

1429

1436

1140

1182

1447

1369

1377

1114

1115

1365

1368

1138

%19E

(197

1369Windom

Micaville1197

1147

1320

1308

1186

1307

1187

1146

1145

1322

1144

1189

1143

1142

1326

1323

1327

1328

1434

1141

1427

R

dR

(197

(197

%19E

%19E

(80

End Project

Begin Project

YANCEY COUNTY

PROJECT: WBS 35609.1.1 (R-2519A)

SR 1186 (OLD US 19)(JACKS CREEK ROAD) TO US 19 E EAST OF SR 1336

D

SITE 1

D

SITE 4SITE 3SITE 2

D

SITE 5

D

SITE 6

D

SITE 7

D

SITE 8

D

SITE 10SITE 9

D

SITE 11

D

SITE 16SITE 15SITE 14

D

SITE 17

D

SITE 20SITE 19SITE 18

D

SITE 21

D

SITE 23SITE 22

D

SITE 24

D

SITE 25P

D

SITE 25

D

SITE 26

D

SITE 27

D

SITE 28

D

SITE 29

D

SITE 30

D

SITE 37

D

SITE 36

D

SITE 35

D SITE 33SITE 32

D

SITE 31

D

SITE 34

MAP

D

SITE 12

AT PENSACOLA ROAD

CULVRET EXTENSION

SITE 13SITE 12

D

hand existing existing - ncdot site... · hand existing existing ... 2 -d1- 10+40 2.23m x 1.60m cs...

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