Transcript
Page 1: PROPOSED 4-LANE DIVIDED CURB AND GUTTER … 1121 ray rd bst soil 84" chl & 3sbw b (aband) mtl conc conc conc conc conc conc conc conc ... mason gordon a & haire william r & haire william

WLBWLB

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39017.1

.1 (U

-3465)

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LEGEND

2032

2012

EXISTING STRUCTURES, ISLAND, CURB

TO BE REMOVED

AND GUTTER

PROPOSED STRUCTURES, ISLAND, CURB

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY

EXISTING ROADWAY

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

BUILDINGS

TO BE REMOVED

AND GUTTER

LAKES, RIVER, STREAMS AND PONDS

PRESENT ADT

FUTURE ADT

PROPERTY LINES

PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,

AND UTILITY)

LEGEND

2032

2012

EXISTING STRUCTURES, ISLAND, CURB

TO BE REMOVED

AND GUTTER

PROPOSED STRUCTURES, ISLAND, CURB

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY

EXISTING ROADWAY

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

BUILDINGS

TO BE REMOVED

AND GUTTER

LAKES, RIVER, STREAMS AND PONDS

PRESENT ADT

FUTURE ADT

PROPERTY LINES

PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,

AND UTILITY)

3:1 MAX.

CL

3:1 MAX.

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0’ 100’ 200’

50’

100’

(ENGLISH)

0’ 100’ 200’

50’

100’

(ENGLISH)

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DESIGN PUBLIC HEARING MAP

HARNETT COUNTY

PROJECT 39017.1.1 (U-3465)

F. A. PROJECT STP-1121(9)

ROLL 2 OF 3

F. A

. PR

OJE

CT

ST

P-1

12

1(9

)

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MA

TC

H L

INE -L- STA

75+00

SEE R

OLL 1

OF 3

MA

TC

H L

INE -L

- STA

140+00.0

0

SEE R

OLL 3

OF 3

NAD 83/95

P

R

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P

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4

-

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0

.

0

2

0.02

0

.

0

2

0.02

SR

1121 (

RA

Y R

OA

D) F

RO

M S

R 1

120

(O

VE

RH

IL

LS

RO

AD

) T

O N

C 2

10

SR 1121 (RAY ROAD) FROM SR 1120

(OVERHILLS ROAD) TO NC 210

SR

11

21

(R

AY

RO

AD

) F

RO

M S

R 1

12

0

(O

VE

RH

IL

LS

RO

AD

) T

O N

C 2

10

WETLANDS

NAD 83/95

WETLANDS

CON

C

BS

T

84" C

HL

& 3

SB

W

SO

IL

SO

IL CO

NC

SOIL

CO

NC

CO

NC

CO

NC

BST

BST

SOIL

SOIL

SR

1121

RA

Y R

D

BST

84" C

HL

& 3

SB

W

B (A

BA

ND

)

MTL

CO

NC

CO

NC

CO

NC

CONC

CONC

CONC

CONC

CONC

BST

BST

BST

36" CHL

36" CHL

36" CHL

36" CHL

BST BST

SO

IL

CONC

CO

NC

36" C

HL

BST

BST

SOIL

SR 1163 PANSY CR BST

CONC

CONC

CONC

CONC

BS

T

36" CHL

S

CONC

CONC

S

36" WW

FUEL

1SBKBUS

GR

BST CURB

GR

BSTBST

BST CURB

36" C

HL

4SBW

72" C

HL

BST

BST

72" C

HL

72" CHL

72" CHL

48" C

HL

CONC

CONC

BS

T48" C

HL

GR

CONC48" CHL

PO

OL

SO

IL

CONC

BS

T

CA

ME

LL

IA

LN

B

ST

BS

T C

UR

B

BS

T C

UR

B

CO

NC

36" C

HL

36" C

HL

CO

NC

CONC

CONCCONC

36" CHL

36" CHL

CONC

S

CONC

CONC

GR

SO

IL

CO

NC

36" C

HL

36" C

HL

CO

NC

CO

NC

SO

IL

CONC

CONC

36" WW

CO

NC

CU

RB

BST

CO

NC

CU

RB

SCONC

36" CHL

GR

BST

CONC

GR

JO

E S

T B

ST

CONC

CONC

72" W

D

72

" W

D

72" W

D

MTL CAN

CONC

CONC

S

S

CO

NC

FUEL

FUEL

S

CO

NC

CO

NC

S

BST

SR

1121

RA

Y R

D

BST

CO

NC

36" C

HL

36" CH

L

36" CHL

BST

48" WD RAIL

GR

36" WD RAIL

S

24" BLK WALL

48" C

HL

36" W

D R

AIL

72" WD

GR

RA

MP

DK

36" C

HL

CONC

48"

WW

BST

BST

S

ARBOR

A

G

T

A

N

K

CONC

36" CHL

C&

G

SO

IL

C&G

C&G

S

CO

NC

S

CON

C

C&

G

C&

G

C&

G

BST BSTG

R

CONC

CO

NC

CONC

C&

G

C&

G

SR 1121 RAY RD BST

CONC

BST CURB

BST CURB

CONC

BST

GR

SO

IL

GR

KIL

LD

EE

R D

R S

OIL

CO

NC

CU

RB

CONC

CONC

CO

NC

CU

RB

CO

NC

CU

RB

72" CHL ON 12" CONC WALL

CONC

CONC

CONC

CONC

CONC

CONC

CONC

S

SOIL

S

S

SS

GR

CONC

S

GR

CONC

ELMA BLACK LN SOIL

CO

NC

36" C

HL

S

C&

G

BS

T C

UR

B

MIS

TY

CO

VE L

N

SO

IL

MTL CAN

48" C

HL

SO

IL

SO

IL

CO

NC

SOIL

36" C

HL

SOIL

GR

CO

NC

CU

RBCONC

48"

CH

L

72" CHL

48" C

HL

SOIL

CONC

GR

72" CHL

C&

G

C&

G

C&

G

C&

G

C&

G

C&

G

CO

NC

C&G

C&

G

C&

G

C&

G

CO

NC

CO

NC

C&G

CO

NC

WW7

2"

WD

PU

MP S

TA

CO

NC

36" WW

BS

TC

UR

B

72" CHL & 3SBW

48" WDRAIL

48" WDRAIL

3 GAS PUMPS U/MTL CAN

2 GA

S PUM

PS

U/MTL CAN

CONC CURB

CO

NC

SR

1160 A

ZA

LE

A D

R B

ST

BS

T C

UR

B

BS

T C

UR

B

CO

NC

CO

NC

CO

NC

CO

NC

CO

NC

SR

1162 R

OL

LIN

G S

PR

IN

GS

DR

B

ST

BS

T C

UR

BB

ST

CU

RB

SR 1161 ROSEBUD ST BST

CO

NC

CO

NC

LIT

TL

E M

DR

SO

IL

SO

IL

GO

RD

ON

LN

B

ST

SR

1122 M

C K

AY

RD

B

ST

S 14%%

d 36’ 37.7" W

S 0%%d 36’ 41.0" E

S 13%%d 49’ 43.2" E

S 62%

%d 0

4’ 37.8

" E

PC

Sta

. 7

4+25.0

2

PT

Sta

. 7

9+

43.0

8

PC

Sta

. 8

9+

84.1

0

PT

Sta

. 9

4+

68.5

4

PC

Sta

. 1

10+

54.2

0

PT S

ta. 1

22+33.1

3

F

F

F

F

F

F

F

F

F

F

C

F

F

C

FC

C

C

C

C

C C

C

C

C

F

C

F

C

F

F

C

C

F

F

SP

RIN

G V

AL

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S 62%

%d 0

4’ 37.8

" E

C

F

C

C

C

F

F

F

C

C

F

F

C

C

F

C

C

1SBLK

SS

1SBLKD

B

(AB

AN

D)

S

S

S

S

S

HTR

HTR

HTR

HTR

1SBKD

HTR

S

1SFD

S

S

W

1SBKD

HTR

HTR

1SBKD

W

G

1SBK

D

HTR

W

G

S

1SBKD

HT

R

1SMTLBUS

1SMTLBUS

S

1SBK

1SFD

S

HTR

S

1SBKD

HTR

S

S

S

BA

PTIS

T

CH

UR

CHL

IBER

TY

HTR

CA

N

S

1SB

KD

S

SG

MT

L

CA

N

HTR

1SBKBUS

1SBKBUS

S

S

48" CH

L

S

1SBKD

48" C

HL

S

S

HTR

1SFBUS

1SFBUS

1SFBUS

S

S

HTR

B

(AB

AN

D)

1SBK APT

1SBK APT

MTL

CAN

MTLG

1SBLKBUS

1SBLKBUS

MTLCAN

PLAYGROUND

AN

DE

RS

ON

CR

EE

KC

OM

MU

NIT

YC

EN

TE

R

1SF

1S

FD

1S

FD

1S

FD

1S

FD

1S

FD

1S

BK

D

1S

BK

D

1S

BK

D

1S

BK

D

1S

BK

D

G

1S

BK

D

1SBKD

1S

BK

D

1S

BK

D

1S

BK

D

1SBKAPT

11.5’ 11.5’

2012 ADT

2032 ADT

2012 ADT

2032 ADT

-L- SR 1121 RAY ROAD AT -Y9- SR 1162

R

O

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L

I

N

G

S

P

R

I

N

G

S

D

R

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2012 ADT

2032 ADT

-L- SR 1121 RAY ROAD AT -Y10- SR 1160

AZALEA DRIVE-L- SR 1121 RAY ROAD AT -Y7- SR 1122

M

c

K

A

Y

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O

A

D

DESIGN DATA

Functional Class.

Design Speed

Max. Superelev.

= Urban Collector

= 50 mph

= 0.04

DESIGN DATA

Functional Class.

Design Speed

Max. Superelev.

= Urban Collector

= 50 mph

= 0.04

65 9PM

(3,1) 65 9PM

(3,1)

10

60

PM

(2,1

)

10

60

PM

(2,1

)

10’ 2’

2

6

14’ 12’

0.75’

10’2’14’

26’

12’

0.75’

23’

10

60

PM

(2,1

)

65 9PM

(3,1)

11575

21492

1875

3125

750

1250

-Y7

- S

R 1

12

2

Mc K

AY

RO

AD

1125

1875

11950

22117

625

1042

11950

22117

150

317475

725

-Y9

- S

R 1

16

2

RO

LL

ING

SP

RIN

GS

DR

IVE

12275

22525

-L- SR 1121 RAY ROAD-L- SR 1121 RAY ROAD 12275

22525

250

417

500

834

-Y10-

SR

1160

AZ

AL

EA

DR

IVE

250

417

12275

22525

-L- SR 1121 RAY ROAD

v

v

v

v

v

v

WA

RD

SA

RA

H F

GRIT

Z JA

NET W

& H

USBA

ND

HARNETT COUNTY

HARNETT COUNTY

HARNETT COUNTY

WEST DWIGHTWEST DWIGHT WASHINGTON

8

8 WEST DWIGHT & JANE G

BULLOCK GERALD M &

PARKER ROGERB & BRENDA

RORERJANIE

DAYDENNIS L& WIFE

ANDERSON CREEK COMMUNITY

PEELE ROBERT ALBERT & WIFE

MASON GORDON A & HAIRE WILLIAM R &

HAIRE WILLIAMRODNEY

YOCCOELIZABETHDIANE

TAYLOR &

LIBERTY BAPTIST CHURCH OF

ADAMS STEVE &

ADAMS STEVE &

EDWARDSLARRY

WEST FLOYD DANYEL

WESTDANIEL L

&

BONNIE S

DEBERRYLOUIS &BERNICE

WEST FLOYD& DOROTHY

WELLONSFLORENCE C

NICHOLSJERRYB & T

RADFORD

DONALD R& WIFE

LOVELLGLENDA S

& M

9 KRIEGER JOHN M & SPOUSE

9

10

MERCURIO CHARLES A TRUSTEE10

CLARKJAMES R

& CONNIE L

CHACONGEORGE

MCMILLANTERENCE

& L

DONOVANJAMES A

LOVELACE OLIVER & F

11

11

KEARNS RALPH W & V

12

13

12

13 RIBBLE MARY C & CHARLES T

JONES TERRELL L & PANSY M

CABRAL DANIEL & L

GRISWOLD MICHAEL W & MARKELDA

CRAWFORD ELLIS

1415

16

17

18

FLETCHERJOHN C

WELLONSFLORENCE E

WELLONS FLORENCE C

COLVILLE AGNES

19

WELLONSFLORENCE C

PALMERAMALIA

CABRALDANIEL

SR

WHITEHEADHAROLD

E

KENNEDY RONALD A & LINDA R

BLANCHARD ROGER N II & WIFE

WAS FAMILYLIMITED

PARTNERSHIP

ALL AMERICAN MORTGAGE INC

MITCHELLROGER A

& MARY L

WAGNERTERRY

LANE

SIERRA-RIVERA HENRY A & WIFE14

15

16

17

18

HOSACK KENNETH D

19

20

20

WAGNERTERRY LANE

BLACK BETTY J

LEWISROBERTA & S

LEWISSTUART & R

BULLOCK GERALD M &

LEE LOUISE B

21

WARD ELLIS JR

HARNETT COUNTY

21 MATTHEWS MARGARET B & JAMES F

AD

AM

S S

TEV

E &

UN

ITED

STA

TES

OF

AM

ER

ICA

AD

AM

S S

TEV

E &

MCCLAIN CLEMON EDWARD & WIFE

WARD ELLIS RAY

65

70

75

80

85

90

95

100

105

110

115

120

125

130

135

140

145

150

155

PI Sta 76+85.59

D = 15%%d 13’ 18.8" (LT)

D = 2%%d 56’ 17.7"

L = 518.06’

T = 260.56’

R = 1,950.00’

-L-

PI Sta 92+27.40

D = 13%%d 13’ 02.2" (LT)

D = 2%%d 43’ 42.1"

L = 484.44’

T = 243.30’

R = 2,100.00’

-L-

PI Sta 116+81.16

D = 48%%d 14’ 54.6" (LT)

D = 4%%d 05’ 33.2"

L = 1,178.93’

T = 626.96’

R = 1,400.00’

-L-

50’50’

EXIST45’

80’

45’45’

50’

50’

45’45’

50’

62’

45’ 45’

EX

IST

50’

-Y6-

SP

RIN

G V

AL

LE

Y

50’

62’

62’

80’

62’

50’

50’

-L- S

R 1121

RA

Y R

OA

D

-L- SR 1121

RAY ROAD

-Y7-

SR

1122

MC

KA

Y R

OA

D

-Y8-

CA

ME

LL

IA L

AN

E

-Y9-

SR

1162

RO

LL

ING

SP

RIN

GS

DR

IVE

-Y10-

SR

1160

AZ

AL

EA

DR

IVE

-L- S

R 1

121

RA

Y R

OA

D

-L- S

R 1

121

RA

Y R

OA

D

OVERHILLS HIGH SCHOOL

OVERHILLS HIGH SCHOOL

50’

EX

IST

.

50’

62’

50’

62’

EX

IST.

EX

IST.

80’

DO NOT USE FOR CONSTRUCTION

PRELIMINARY PLANS

DO NOT USE FOR CONSTRUCTION

PRELIMINARY PLANS