1
WLB WLB WLB WLB WLB WLB WLB WLB WLB DESIGN PUBLIC HEARING MAP PROJECT 39017.1.1 (U-3465) ROLL 2 OF 3 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. C L 3:1 MAX. c:\ncdot_v8_workspace C:\NCDOT_V8_WORKSPA NCDOT RDU PLOT CONTROL DATA: 0’ 100’ 200’ 50’ 100’ (ENGLISH) 0’ 100’ 200’ 50’ 100’ (ENGLISH) DESIGN PUBLIC HEARING MAP HARNETT COUNTY PROJECT 39017.1.1 (U-3465) F. A. PROJECT STP-1121(9) ROLL 2 OF 3 DESIGN PUBLIC HEARING MAP HARNETT COUNTY PROJECT 39017.1.1 (U-3465) F. A. PROJECT STP-1121(9) ROLL 2 OF 3 F. A. PROJECT STP-1121(9) HARNETT COUNTY MATCH LINE -L- STA 75+00 SEE ROLL 1 OF 3 MATCH LINE -L- STA 140+00.00 SEE ROLL 3 OF 3 NAD 83/95 0.02 0.02 0.02 0.02 SR 1121 (RAY ROAD) FROM SR 1120 (OVERHILLS ROAD) TO NC 210 SR 1121 (RAY ROAD) FROM SR 1120 (OVERHILLS ROAD) TO NC 210 SR 1121 (RAY ROAD) FROM SR 1120 (OVERHILLS ROAD) TO NC 210 WETLANDS NAD 83/95 WETLANDS CONC BST 84" CHL & 3SBW SOIL SOIL CONC SOIL CONC CONC CONC BST BST SOIL SOIL SR 1121 RAY RD BST 84" CHL & 3SBW B (ABAND) MTL CONC CONC CONC CONC CONC CONC CONC CONC BST BST BST 36" CHL 36" CHL 36" CHL 36" CHL BST BST SOIL CONC CONC 36" CHL BST BST SOIL SR 1163 PANSY CR BST CONC CONC CONC CONC BST 36" CHL S CONC CONC S 36" WW FUEL 1SBKBUS GR BST CURB GR BST BST BST CURB 36" CHL 4SBW 72" CHL BST BST 72" CHL 72" CHL 72" CHL 48" CHL CONC CONC BST 48" CHL GR CONC 48" CHL POOL SOIL CONC BST CAMELLIA LN BST BST CURB BST CURB CONC 36" CHL 36" CHL CONC CONC CONC CONC 36" CHL 36" CHL CONC S CONC CONC GR SOIL CONC 36" CHL 36" CHL CONC CONC SOIL CONC CONC 36" WW CONC CURB BST CONC CURB S CONC 36" CHL GR BST CONC GR JOE ST BST CONC CONC 72" WD 72" WD 72" WD MTL CAN CONC CONC S S CONC FUEL FUEL S CONC CONC S BST SR 1121 RAY RD BST CONC 36" CHL 36" CHL 36" CHL BST 48" WD RAIL GR 36" WD RAIL S 24" BLK WALL 48" CHL 36" WD RAIL 72" WD GR RAMP DK 36" CHL CONC 48" WW BST BST S ARBOR CONC 36" CHL C&G SOIL C&G C&G S CONC S CONC C&G C&G C&G BST GR CONC CONC CONC C&G C&G SR 1121 RAY RD BST CONC BST CURB BST CURB CONC BST GR SOIL GR KILLDEER DR SOIL CONC CURB CONC CONC CONC CURB CONC CURB 72" CHL ON 12" CONC WALL CONC CONC CONC CONC CONC CONC CONC S SOIL S S S S GR CONC S GR CONC ELMA BLACK LN SOIL CONC 36" CHL S C&G BST CURB MISTY COVE LN SOIL MTL CAN 48" CHL SOIL SOIL CONC SOIL 36" CHL SOIL GR CONC CURB CONC 48" CHL 72" CHL 48" CHL SOIL CONC GR 72" CHL C&G C&G C&G C&G C&G C&G CONC C&G C&G C&G C&G CONC CONC C&G CONC W W 72" WD PUMP STA CONC 36" WW BST CURB 72" CHL & 3SBW 48" WD RAIL 48" WD RAIL 3 GAS PUMPS U/MTL CAN 2 GAS PUMPS U/MTL CAN CONC CURB CONC SR 1160 AZALEA DR BST BST CURB BST CURB CONC CONC CONC CONC CONC SR 1162 ROLLING SPRINGS DR BST BST CURB BST CURB SR 1161 ROSEBUD ST BST CONC CONC LITTLE M DR SOIL SOIL GORDON LN BST SR 1122 MC KAY RD BST S 14%%d 36’ 37.7" W S 0%%d 36’ 41.0" E S 13%%d 49’ 43.2" E S 62%%d 04’ 37.8" E PC Sta. 74+25.02 PT Sta. 79+43.08 PC Sta. 89+84.10 PT Sta. 94+68.54 PC Sta. 110+54.20 PT Sta. 122+33.13 F F F F F F F F F F C F F C F C C C C C C C C C C F C F C F F C C F F SPRING VALLEY S 62%%d 04’ 37.8" E C F C C C F F F C C F F C C F C C 1SBLK S S 1SBLKD B (ABAND) S S S S S HTR HTR HTR HTR 1SBKD HTR S 1SFD S S W 1SBKD HTR HTR 1SBKD W G 1SBKD HTR W G S 1SBKD HTR 1SMTLBUS 1SMTLBUS S 1SBK 1SFD S HTR S 1SBKD HTR S S S BAPTIST CHURCH LIBERTY HTR CAN S 1SBKD S S G MTL CAN HTR 1SBKBUS 1SBKBUS S S 48" CHL S 1SBKD 48" CHL S S HTR 1SFBUS 1SFBUS 1SFBUS S S HTR B (ABAND) 1SBK APT 1SBK APT MTL CAN MTL G 1SBLK BUS 1SBLK BUS MTL CAN PLAY GROUND ANDERSON CREEK COMMUNITY CENTER 1SF 1SFD 1SFD 1SFD 1SFD 1SFD 1SBKD 1SBKD 1SBKD 1SBKD 1SBKD G 1SBKD 1SBKD 1SBKD 1SBKD 1SBKD 1SBK APT 11.5’ 11.5’ 2012 ADT 2032 ADT 2012 ADT 2032 ADT -L- SR 1121 RAY ROAD AT -Y9- SR 1162 2012 ADT 2032 ADT -L- SR 1121 RAY ROAD AT -Y10- SR 1160 AZALEA DRIVE -L- SR 1121 RAY ROAD AT -Y7- SR 1122 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 9 PM (3,1) 65 9 PM (3,1) 10 60 PM (2,1) 10 60 PM (2,1) 10’ 2’ 14’ 12’ 0.75’ 10’ 2’ 14’ 26’ 12’ 0.75’ 23’ 10 60 PM (2,1) 65 9 PM (3,1) 11575 21492 1875 3125 750 1250 -Y7- SR 1122 Mc KAY ROAD 1125 1875 11950 22117 625 1042 11950 22117 150 317 475 725 -Y9- SR 1162 ROLLING SPRINGS DRIVE 12275 22525 -L- SR 1121 RAY ROAD -L- SR 1121 RAY ROAD 12275 22525 250 417 500 834 -Y10- SR 1160 AZALEA DRIVE 250 417 12275 22525 -L- SR 1121 RAY ROAD v v v v v v WARD SARAH F GRITZ JANET W & HUSBAND HARNETT COUNTY HARNETT COUNTY HARNETT COUNTY WEST DWIGHT WEST DWIGHT WASHINGTON 8 8 WEST DWIGHT & JANE G BULLOCK GERALD M & PARKER ROGER B & BRENDA RORER JANIE DAY DENNIS L & WIFE ANDERSON CREEK COMMUNITY PEELE ROBERT ALBERT & WIFE MASON GORDON A & HAIRE WILLIAM R & HAIRE WILLIAM RODNEY YOCCO ELIZABETH DIANE TAYLOR & LIBERTY BAPTIST CHURCH OF ADAMS STEVE & ADAMS STEVE & EDWARDS LARRY WEST FLOYD DANYEL WEST DANIEL L & BONNIE S DEBERRY LOUIS & BERNICE WEST FLOYD & DOROTHY WELLONS FLORENCE C NICHOLS JERRY B & T RADFORD DONALD R & WIFE LOVELL GLENDA S & M 9 KRIEGER JOHN M & SPOUSE 9 10 MERCURIO CHARLES A TRUSTEE 10 CLARK JAMES R & CONNIE L CHACON GEORGE MCMILLAN TERENCE & L DONOVAN JAMES 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 14 15 16 17 18 FLETCHER JOHN C WELLONS FLORENCE E WELLONS FLORENCE C COLVILLE AGNES 19 WELLONS FLORENCE C PALMER AMALIA CABRAL DANIEL SR WHITEHEAD HAROLD E KENNEDY RONALD A & LINDA R BLANCHARD ROGER N II & WIFE WAS FAMILY LIMITED PARTNERSHIP ALL AMERICAN MORTGAGE INC MITCHELL ROGER A & MARY L WAGNER TERRY LANE SIERRA-RIVERA HENRY A & WIFE 14 15 16 17 18 HOSACK KENNETH D 19 20 20 WAGNER TERRY LANE BLACK BETTY J LEWIS ROBERTA & S LEWIS STUART & R BULLOCK GERALD M & LEE LOUISE B 21 WARD ELLIS JR HARNETT COUNTY 21 MATTHEWS MARGARET B & JAMES F ADAMS STEVE & UNITED STATES OF AMERICA ADAMS STEVE & 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’ EXIST 45’ 80’ 45’ 45’ 50’ 50’ 45’ 45’ 50’ 62’ 45’ 45’ EXIST 50’ -Y6- SPRING VALLEY 50’ 62’ 62’ 80’ 62’ 50’ 50’ -L- SR 1121 RAY ROAD -L- SR 1121 RAY ROAD -Y7- SR 1122 MC KAY ROAD -Y8- CAMELLIA LANE -Y9- SR 1162 ROLLING SPRINGS DRIVE -Y10- SR 1160 AZALEA DRIVE -L- SR 1121 RAY ROAD -L- SR 1121 RAY ROAD OVERHILLS HIGH SCHOOL OVERHILLS HIGH SCHOOL 50’ EXIST. 50’ 62’ 50’ 62’ EXIST. EXIST. 80’ DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS

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

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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

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39017.1

.1 (U

-3465)

RO

LL

2 O

F 3

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.

-

L

-

(

R

A

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c:\ncdot_v8_w

orkspace

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0’ 100’ 200’

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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

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OJE

CT

ST

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12

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SR 1121 (RAY ROAD) FROM SR 1120

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WETLANDS

NAD 83/95

WETLANDS

CON

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SOIL

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NC

CO

NC

CO

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CONC

CONC

CONC

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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

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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

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36" C

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36" CHL

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36" C

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36" C

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NC

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CONC

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36" WW

CO

NC

CU

RB

BST

CO

NC

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36" CHL

GR

BST

CONC

GR

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CONC

CONC

72" W

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72

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D

72" W

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MTL CAN

CONC

CONC

S

S

CO

NC

FUEL

FUEL

S

CO

NC

CO

NC

S

BST

SR

1121

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D

BST

CO

NC

36" C

HL

36" CH

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36" CHL

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48" WD RAIL

GR

36" WD RAIL

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24" BLK WALL

48" C

HL

36" W

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72" WD

GR

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36" C

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48"

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BST

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72" CHL ON 12" CONC WALL

CONC

CONC

CONC

CONC

CONC

CONC

CONC

S

SOIL

S

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SS

GR

CONC

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GR

CONC

ELMA BLACK LN SOIL

CO

NC

36" C

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C&

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MIS

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48" C

HL

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SO

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CO

NC

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36" C

HL

SOIL

GR

CO

NC

CU

RBCONC

48"

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72" CHL

48" C

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72" CHL

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36" WW

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72" CHL & 3SBW

48" WDRAIL

48" WDRAIL

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1SMTLBUS

1SMTLBUS

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1SBK

1SFD

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S

BA

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T

CH

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CHL

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HTR

CA

N

S

1SB

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SG

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CA

N

HTR

1SBKBUS

1SBKBUS

S

S

48" CH

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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

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ON

CR

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KC

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EN

TE

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1SF

1S

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1S

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1S

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1S

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1S

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1S

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1S

BK

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1S

BK

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1S

BK

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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

L

L

I

N

G

S

P

R

I

N

G

S

D

R

I

V

E

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

R

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

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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

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ING

SP

RIN

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DR

IVE

-Y10-

SR

1160

AZ

AL

EA

DR

IVE

-L- S

R 1

121

RA

Y R

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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