BEGIN TIP PROJECT U-5734-L3- POT 88+64.96

-L3- POT STA 140+50.00END BRIDGE

-L3- POT STA 115+00.00BEGIN BRIDGE

END PROJECT U-5734-L3- POT 145+00.00

FREE

LH

D

LHD

LHD

LHD

LHD

LHD

LHD

LHD

LH

D

BURNETT BLVD.

240’ D

ECELE

RATION

LANE

240’ DECELERATION LANE

EXISTMAT

CH

W

LA

KE SH

ORE D

R

24’

36’

36’

24’

12’

12’

22’

36’

PT Sta. 88+64.9

6

90

PC Sta. 92+26.3

7

PT

Sta. 96+39.9

2

100

PC Sta. 114+43.12

-L3-

-L3- -L3-

PC Sta. 10+98.02

PT Sta. 12

+22.3

7

15

-LP

B- P

OT 9+91.98

PI Sta 11+64.02

D

L = 124.35’

T = 66.00’

R = 150.00’

-LPB-

-LP

B- P

OT Sta. 15

+06.11

-L3- P

OT Sta. 8

9+21.73

-LP

B-

-LP

B-

PI Sta 11+57.35

D

L = 97.65’

T = 49.82’

R = 200.00’

-LPD-

PC Sta. 11+07.53

PT Sta. 12+05.18

-LP

D- P

OT Sta. 10

+00.00

-LP

D-

BEGIN CONSTRUCTION

-Y1- POT 16+00.00

-Y1-

-Y1-

-Y1-

2’-6" C&G

2’-6" C&G

2’-6" C&G

2’-6" C&G

2’-6" C&G

1’-6" C&G

1’-6" C&G

36’

17.5

0’

28’

24’

TYPE-III

TYPE-IIITYPE-III

100.00’

36’

450’ TRANSITION

48’EXIS

T.

EXIS

T.

18’

24’

24’

300.00’

BURNETT BLVD

END CONSTRUCTION

-Y1- POT 42+00.00

24’

18’

18’

36’

24’

15

PR

C Sta. 19

+67.19

20

PCC Sta. 23+24.66

25

30

PR

C Sta. 3

2+89.54

35

PI Sta 16+24.00

D

L = 719.06’

T = 375.87’

R = 1,000.00’

PI Sta 21+46.00

D

L = 357.47’

T = 178.81’

R = 5,000.00’

PI Sta 28+07.24

D

L = 964.87’

T = 482.57’

R = 16,512.00’

PI Sta 34+55.23

D

L = 331.31’

T = 165.70’

R = 6,000.00’

-Y1REV-

-Y1REV-

-Y1REV-

40

-Y1R

EV- P

OT 36+50.98

-Y1R

EV- P

T 36+20.84

320.00’

630.00’

200.00’

250’ TRANSITION

160’ TRANSITION

-Y1R

EV- P

OT 20+91.05

CAT-1

GRAU 350 TL-3

GRAU 350 TL-3

CAT-1

2’-6" C&G

WRIG

HT ST.

DA

WS

ON

STREET

DA

WS

ON

STREET

US 17 BUS.

WRIG

HT ST.

ME

ARES STREET

MA

RSTELLA

R STREET

RIV

ER R

OC

K

WA

Y

GREE

NFIE

LD

STREET

GREE

NFIE

LD

STREET

WIL

LA

RD

STREET

WIL

LA

RD

STREET

CAROLIN

A BEA

CH RO

AD

BURNETT BLVD.

ME

ARES STREET

MA

RSTELLA

R STREET

QU

EE

N

ST.

220’ TRANSITION (RT. & LT. SIDES)

105

110

PT

Sta. 114+81.69

115 14

5

-L3-

-L3- -L3-

PI Sta 114+62.41

D

L = 38.57’

T = 19.28’

R = 12,000.00’

PI Sta 94+35.22

D

L = 413.54’

T = 208.84’

R = 1,200.00’

-L3-

-RPBY8-

15

PO

T

Sta. 15

+84.5

3

-LP

CY8-

-LPCY8-

10

15

ST

Sta. 10

+00.0

0

ST Sta. 16

+69.9

8

SC Sta. 11+

37.0

0

CS Sta. 15

+32.9

8

-LPCY8- POT 13+50.00END CONST.

150’ TAPER

-L3- POT Sta. 111+88.51

POT Sta. 13+22.86

-Y3- POT Sta. 10+00.00

END CONSTRUCTION-Y3- POT STA 10+80.00

-RPBY8- POT 14+50.00

END CONST.

150’ TAPER

-L3- FRONT STREET

24’

36’

26’

32.7

5’

26’

32.7

5’

17.5

0’ 26’

38’

PIs Sta 10+92.24

F

Ls = 137.00’

LT = 92.24’

ST = 46.49’

PI Sta 16+12.64

D

L = 395.98’

T = 475.64’

R = 158.50’

PIs Sta 15+79.47

F

Ls = 137.00’

LT = 92.24’

ST = 46.49’

-Y3-

16’

18’

85.00’

-L3- FRONT STREET

24’

TYPE B-77

TYPE B-77

GRAU 350 TL-3

CAT-1

GRAU 350 TL-3

24’

32.7

5’

PI Sta 87+40.61

D

L = 248.71’

T = 124.37’

R = 7,500.00’

-L3- -L3- POT Sta. 103+55.24

-LPD- POT Sta. 14+59.97

B

D

28’

28’

56.00’-L3-

120

125

130

-L3-

140

10

PO

T

Sta. 10

+00.0

0

28’

28’

135

95

TYPE-III

-Y1-

PO

T

Sta. 27+52.2

9

END BRIDGE-Y1- POC 29+06.25

BEGIN BRIDGE-Y1- POC 26+38.03

TES

TES

PAVEMENT

REMOVE EXISTING

-Y7- POT 18+43.66

10

PC Sta. 13

+90.4

3

PT

Sta. 14

+50.6

0

PI Sta 12+52.85

D

L = 86.09’

T = 43.21’

R = 400.00’

PI Sta 14+20.62

D

L = 60.17’

T = 30.19’

R = 300.00’

-Y8- POT 14+86.87

PT Sta. 12

+95.7

3

PC Sta. 12

+09.6

4

TR

UC

K

AC

CESS P

OIN

TS

UB -A

LTER

NA

TIV

E ’E’

TRUCK ACCESS POINT

-Y8-

PO

T

Sta. 10

+00.0

0

S

60" CONC

60" CONC

60" CONC 60" CONC

60" CONC

BST

BST

BST

BST

BST

BST

BST

CONC

W/LT

W/LT

W/LT

W/LT

W/LT

W/LT

W/LT

W/LT

W/LT

CO

NC

24" C

&G

30" C&G

30" C&G

60" CONC

48"

CH

L

GR

GR

72" C

HL

CANOPY

MTL

U/

2 GAS PUMPS

BUS1SBLK

POLEFLAG

BUS1SBLK

BUS1SBK

BUS1SBK

BUS1SBLK

BUS

1SM

S

BUS1SBLKBUS1SF

BUS2SBLK

72" B

LK WALL

DI

DI

CONC ISL

W/LT

W/LT

CONC ISL

CONC

LT

CAPFIL

LER

CAPFIL

LER

CAPFILLER

CAPFILLER

CAPFILLER

CAPFILLER

CAPVENT

MT

L P

OS

TS

CONC

VACUUM

S

6"

CO

NC

CU

RB

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

30"C&G

30"C&G

30"C&G

30"C&G

30"C&G

30"C

&G

30"C&G

30"C&G

30"C&G

30"C&G

30"C&G

30"C&GSOIL

30"C

&G

W

LA

KE

SH

OR

E

DR 20.8’ B

ST

BUS1SBLK

KE

NT

UC

KY

AVE

VA

R

BS

T

BST

CONC ISL

BURNETT BLVD BST

30"C&G

S

72" W

D

WD

GPS29

2 11

9+89.0

4

X IN

CONCRETE HEADWALL

BL STATIO

N 100

+58.0

0 7

RIGHT

N 169

919

E 23

18653

BM4

ELEVATION

= 4.1

8

NEAL B.

& LEONA

SHULMANTHOMAS

WILLIA

MS

HELEN L.

REYNOLDS

CLARK STORES

, LLC.

STURDY TRUCK

EQUIPMENT,

INC.

J. T.

LEE &

SONS

CITY

OF WIL

MINGTON

CITY

OF WIL

MINGTON

EIP

EIP

EIP

EIP

EXISTIN

G R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

S 78

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" E

84.25

’

S 86°3

7’0

2"

W

176.0

0’

N 64°0

4’4

5" E

90.8

9’

N 64°0

4’4

5" E

105.9

2’

N 25

°55’15" W

80.00

’

S 25

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79.46

’

S 64°0

4’4

5" W

106.17

’

S 63°5

4’0

1" W

150.0

0’

S 26

°05’59

" E

100.00

’

N 63°5

9’3

7" E

123.2

9’

S 63°5

7’5

7" W

124.4

9’

S 63°5

5’2

2" W

S 25

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" E

50.07

’

S 27

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14.93’

S 26

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" E

84.74

’

EXIS

TIN

G

R/

W

EXISTIN

G R/

W

EXISTIN

G R/

W

DETERMINE

TIE-IN

UNABLE TO

15" R

CP

15" RCP

15"

RCP

CB

CB

CB

CB

CB

CB

12" RCP

18" R

CP

12" RCP

INV= 8.5

4

INV= 8.3

0

INV= 6.8

2

INV= 8.3

2

UNKNOWN OUTLET

c

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HH

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SCATTERED TREES

SCATTERED TREES

EXIS

TIN

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R/

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US 4

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VAR BST

236

242

60.00

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EXIS

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100.0

0’

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INSIDE

R/W

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EXISTIN

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EXISTING R/W VARIES

UTILITYUNKNOWN

UTILITYUNKNOWN

T

BFP

SIGN

BASEABANDONED

CONC

CONC

BST

CONC

CO

NC

28-1 110+08.05

OF WIL

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LLC.

EVANS PROPERTIE

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PROPERTIES,

LLC.

NEW HOPE

MATTHEWS

HANSEN S.

& GERTRUDE

BL- 11

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GRAPHIC SCALE FOR FEASIBILITY STUDIES PURPOSES ONLY

0’ CONCEPTUAL DRAWINGS100’50’25’50’

MAXIMUM SUPERELEVATION:

DESIGN SPEED:

FUNCTIONAL CLASSIFICATION:

4%

40 MPH

MINOR ARTERIAL

NEW HANOVER COUNTYUS 421 (FRONT STREET) ALTERNATE 4

WIDENING OF

6:1

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TYPICAL SECTION

POINTGRADE

ORIGINAL GROUND

ORIGINAL GROUND

** 15’ w/ GUARDRAIL

8’

6:1

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FO

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LS

HIN

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4’ FDPS

0.08

** 12’

2:1

ORIGINAL GROUND

ORIGINAL GROUNDSLOPESVARIABLE

8’

* **

License: C-2197

Fax:919-789-9591

Tel:919-789-9977

Raleigh, NC 27605

1025 Wade Avenue

C O N S T R U C T I O N

E N G I N E E R I N G &

TYPICAL SECTION ON STRUCTURE

0.02

CL -LOOP CY8--RAMP BY8-

9’ 9’

GRAPHIC SCALE FOR FEASIBILITY STUDIES PURPOSES ONLY

0’ CONCEPTUAL DRAWINGS100’50’25’50’

NE

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RO

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ALTER

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PROPOSED RIGHT OF WAY

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SLOPE STAKE FILL LINE

PROPOSED EDGE OF PAVEMENT

RETAINING WALL

LEGEND

0.020.02 0.02 VAR 3:1 TO 4

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GROUND

EXISTING

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VAR 3:1 TO 4

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12’2’10’

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CL

12’ 12’12’8’-9" 8’-9"

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MULTI-USEPATH

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GROUND

EXISTING

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-L3- FRONT STREET

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2923

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BURRNETT BLVD

290180

FRONT STUS 421

CBRUS 421

BURRNETT BLVD

2040 ADT2016 ADT

IN HUNDREDS

56’-0" F-F

VAR 3:1 TO 4

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EXISTING.02

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SIDEWALK

12’2’2’12’12’

MULTI-USEPATH

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TYPICAL SECTION ON STRUCTURE

L

12’ 12’

.02 .02

12’

SIDEWALK

5’-6"2’

SIDEWALK

5’-6" 2’

7.5’

51’

7.5’

C -Y1REV- (BURNETT BLVD.)

.02

POINTGRADE

.02

10’ 2’ 10’2’

.02.02

.02

POINTGRADE

.02

10’ 2’ 10’2’

.02.02

36’

12’ 12’

TYPICAL SECTION

12’

L

GROUND

EXISTING

VAR 3:1 TO 4

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GROUND

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VAR 3:1 TO 4:1

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L

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VAR 3:1 TO 4

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GROUND

EXISTING

SEE X-SECTIONS

VAR 3:1 TO 4:1

C -LPB- & -LPD-

54’

32’ 18’4’

C -Y1REV- (BURNETT BLVD.)

-L3- FRONT STREET

5’

CL

TYPICAL SECTION TYPICAL SECTION

MAP 1

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WBS #

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WBS #

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GROUND

EXISTINGEXISTING RAILROAD TRACK

CLEARANCE

23’ VERTICAL

PROPOSED 2.5’ CURB AND GUTTER

PROPOSED CONCRETE ISLANDS

PROPOSED RAILROAD REALIGNMENT

PROPOSED RETAINING WALL

SIGNALIZED INTERSECTION

PROPOSED BRIDGE

TRUCK ACCESS POINT

TRUCK ACCESS POINT

HISTORIC BOUNDARY

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PROPOSED EDGE OF PAVEMENT

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PROPOSED 2.5’ CURB AND GUTTER

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PROPOSED RAILROAD REALIGNMENT

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MAP 1 OF 1 NOVEMBER 2017WBS # 54024.1.1

DOT PROJECT # U-5734

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MORRIS HOWARD T

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COLONIAL CAROLINA INC

SOUTHERN METALS RECYCLING

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