P L P L P L P LPL MATCH LINE P LP L PL P L P LP LP ... - NCDOT · d d d d d d d d d d d d d d d d d...

D D D DD D D D DDD D D D D D D D D

F D F D D

D D D D

14,900

14,300

TRAFFIC DIAGRAM

14,300

14,200

TRAFFIC DIAGRAM

9580 9680 US 221

US 221

14,300

TRAFFIC DIAGRAM

9680 9680

US 221

15,600

15,500

TRAFFIC DIAGRAM

US 221

15,500

14,900

TRAFFIC DIAGRAM

US 221

16,300

15,600

TRAFFIC DIAGRAM

US 221

11,008

17,200

16,300

TRAFFIC DIAGRAM

US 221

11,57211,008

10,112

10,112 10,460 10,460 10,560

10,560

17,200

TRAFFIC DIAGRAM

US 221

11,572

TRAFFIC DIAGRAM

5412 5428

US 221

8100 8200

TRAFFIC DIAGRAM

5428 5644

US 221

8200 8500

11,200

5644 7336

US 221

TRAFFIC DIAGRAM

11,600

7336 7568

US 221

TRAFFIC DIAGRAM

11,200

US 221

PROJECT 34400.1.1 (R-2233A)

TO US 74 BYPASS

F. A. PROJECT NHF-221(9)

RUTHERFORD COUNTY

34400.1

FUNCTIONAL CLASS. = ARTERIAL

DESIGN SPEED = 60 mph

MAX. SUPERELEV. = 0.06

Partial Control of Access is defined as one access point per parcel. For

properties with large road frontage (for example 2,000 feet or more)

an additional access point may be considered. For properties that have

alternative access (such as via a side road) access to US 221 may be eliminated.DO NOT USE FOR CONSTRUCTION

PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION

PRELIMINARY PLANS

COMBINED PUBLIC HEARING MAPC

14,200

13,400

TRAFFIC DIAGRAM

9032 9580

US 221

13,300

12,700

TRAFFIC DIAGRAM

8584 9016

US 221

13,400

ROLL 3 OF 3 ALT 1 & ALT 2

0’ 400’200’100’200’

ENGLISH

-L- -L-

LEGEND

EXISTING STRUCTURES, ISLAND, CURB

TO BE REMOVED

TO BE RETAINED

AND GUTTER

PROPOSED STRUCTURES, ISLAND, CURB

TEMPORARY ROADWAY / DETOURS

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY

ALL EASEMENTS

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

BUILDINGS

TO BE REMOVED

AND GUTTER

LAKES, RIVER, STREAMS AND PONDS

RAILROAD RIGHT OF WAY

UTILITY EASEMENT

CEMETERIES

EXISTING CONTROL OF ACCESS

PRESENT ADT

FUTURE ADT

PROPERTY LINESPL

PROPOSED PARTIAL CONTROL OF ACCESS

PROPOSED CONTROL OF ACCESS

LEGEND

TO BE REMOVED

TO BE RETAINED

AND GUTTER

PROPOSED STRUCTURES, ISLAND, CURB

TEMPORARY ROADWAY / DETOURS

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY

ALL EASEMENTS

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

BUILDINGS

TO BE REMOVED

AND GUTTER

LAKES, RIVER, STREAMS AND PONDS

RAILROAD RIGHT OF WAY

UTILITY EASEMENT

CEMETERIES

EXISTING CONTROL OF ACCESS

PRESENT ADT

FUTURE ADT

PROPERTY LINESPL

PROPOSED PARTIAL CONTROL OF ACCESS

PROPOSED CONTROL OF ACCESS

Minimum 900 FT.

1,300 FT. DESIRED

DIRECTIONAL CROSSOVER AND OFFSET LEFT-TURN DETAIL

IF NEEDED, RIGHT-TURN LANE LENGTHS DETERMINED BY TRAFFIC VOLUMES

NOTE: DO NOT PLACE U-TURN KNUCKLES IN WETLANDS OR RIGHT-OF-WAY SENSITIVE AREAS

FULL CONTROL OF ACCESS

WHERE POSSIBLE

FULL CONTROL OF ACCESS

WHERE POSSIBLE

US 221 FROM THE SOUTH CAROLINA STATE LINE

P LP L

PL PL P LPL

P LP L

PLP LP L

PL PLPL

P LP L

P L P L

P LP L

JOHN W. MCGUIRE

DARIN WADE CHILDERS JOHN B. HENSLEY

ROBERT N. TAYLOR

DANIELTOWN BAPTIST TRUSTEES

LARRY G. SMITH

CHARLES E. DAVIS

THOMAS J. WILKINS, JR.

ALL AMERICAN HOMES OF NC, LLC

HUSKEY AND ROBBINS, INC.

DONALD STEPHEN WILKINS

JAMES LARRY CROWE

JAMES B. CROWE

JERRY SCOTT HUSKEY

DLCL, LLC

NANCY S. STROUD

MAYSE MANUFACTURING CO.

MAX RAY HAMRICK

GENE P. FITE

FRANK A. LEEJOHN PAUL TOMS

TAMMY TONEY SKIPPER

TONI REDIFER

DORA W. HARRILL

MARVIN KLASSEN

CECIL L. GEER, III

DAMON HUSKEY

EDDIE R. MOORE

THOMAS J. WILKINS, JR.

NELL R. SCRUGGS

DORA W. HARRILL

ROBERT

WALTER

MORROWCARL R.

BAYNARD

RONALD FAY

WILKINS, SR.

JOHNNY

L. MAYSE

PAUL A.

CHAPMAN

CHRISTOPHER

STANLEY HENSON

JERRY W. LEE

JOE J.

AZALEE H.

MOSLEY

RHODES

MARCUS

S. WHITE

TORRINGTON

COMPANY

EMMA B.

SPARKS

JAMES B.

THOMAS J.

WILKINS, JR.

THOMAS R.

WILKINS

WILKINS FURNITURE OUTLET

ROBERT LEWIS

FRAZIER

NEWTON

MICHAEL

MOSLEY

G. SUSANNE

HARDIN

MARTHA

TERESA A.

TROTTER

MICHAEL

BENNETT

RAYMOND

MICHAEL

JUDY EAVES

HARDIN

NANCY EAVES

DILLARD

MAURICE

THOMAS W.

WALKER

R. WAYNE

HARRIS

RUTHERFORD

COUNTY

BOARD OF

EDUCATION

JUDY B.

HENSON

DANNIE

GETTYS

JAMES A.

SKIPPER, SR.

CHARLES E.

HUNTLEY

JACKSON

DAVID K.

DANIEL

CLARA P.

WINTERS

EDWARD ZYSKOWSKI

ANNETTE H. EAVES

JOSEPH DEAN SCOTT

CHARLES J. GERVASON

RAY PATTERSON TATE

JUDITH A. WELLS

DELORES MATHERLY

LEE ROBBINS, HEIRS

MARVIN KLASSEN

JOHN HOWARD

LEE ROBBINS, HEIRS

JOHN W. MEDFORD

PUBLIC SERVICE CO. OF NC, INC.

SULPHUR SPRINGS CONGREGATIONALHOLINESS CHURCH

TERESA S. HEAD

FAYE EVELYN HOPPER

JERRY L. THOMPSON

CAROLYN OWENBY PRICE

ANGELA FOX BALLARD

MODINE WEBB HAMRICK

ELBERT E. HOLLAND

GEORGE C. HUNTSINGER

PHILIP SHANER

GERALD E. ALLEN

GREGORY NORMAN TREVITZ

JACK C. RHODES

VIRGIL A. BAYNARD

MARK RAYMOND COLE

ANNIE GREENE COLE

BILLY FRANKLIN MELTON

JOSE MEFIA

WELDON P. BLANTON

LARSTON EARL HAMES

KAY PREWITT GIVENS

FRANCES SARAH ROBBINS

THOMAS G. COLLINS, III

PAUL A. CHAPMAN

MARTHA ANN CHAPMAN

TIMOTHY E. BRACKETT

SHILOH DANIELTOWN OAKLANDFIRE DEPARTMENT

SHIRLEY ANN MARTIN

JOHNNY M. BUTLER

ROBERT HAL BRIDGES

EDWARD ARCHIE COLE

SARAH T. WHITAKER

ANGELA COLE BAYNARD

ALAN LYNN MATHIS

TANNERS GROVEUNITED METHODIST CHURCH

WILLIAM B. ANDERSON

EDNA D. HUNTLEY

TOMMY R. LOVELACE

PAUL A. CHAPMAN

JERRY WAYNE LEE

FAYE W. TOWERY

WINTERS REAL ESTATE ANDINVESTMENT TRADING CORP.

SUSAN GRANT

DONALD STEPHEN WILKINS

EDWARD ARCHIE COLE

PEOPLE’S BAPTIST CHURCH

THOMAS R. WILKINS

MARTIN L. TACKETT

SHELBY INVESTMENT COMPANY

BOBBY RAY JOHNSON

TED DUNCAN WHITE, III

MICHAEL EUGENE HENSON

LUCILLE W. ROSS

HARMONY ANDERSON

DAMON HUSKEY

JOHNATHAN R. WARD

JAMES KENNETH COLE, JR.

THOMAS DWIGHT HAMRICK

FRANCES H. HAMRICK

RUBY ESTELLE FOWLER

SYBIL WALKER

PATRICK BRYAN THOMPSON

LARRY G. SMITH

PATRICK K. SMITH

JAMES R. GREENE

ROBBINS INVESTMENTS, LLC

SADIE R. BRANCH

THOMAS W.

WALKER, TRUSTEE

WINBURN SCOTT

BRIDGES

WINBURN SCOTT

BRIDGES

END PROJECT R-2233A

-ALT1- POT STA. 592+85.00

CEMETERY

SR 2164

SR 2169 OAKLAND RD.

2171 B

TO RUTHERFORDTON

2308 N

WYCLIFFE RD.

1150 B

SR 2242 PRINCE ST.

1140 W

1148 SH

125’

100’

TANNERS GROVE RD.

2171 B

125’

SR 2290

PEACE DR.

-ALT1-

-ALT1 LT2-

-ALT1 RT2--ALT1--ALT1RT3-

-ALT1LT3-

-ALT1 LT4-

-ALT1 RT4-

-Y23W--Y

-L1DET2-

90 9192

99 100101

116117

118119

134135

SR 1118 H

OPPER R

.ALMOND DR.

125’

WEST SIDE WIDENING - 46’ MEDIAN

30’12’12’12’12’15’

6:16:1 6:1

0208 02 08

4’ PAV’D SHLD.

2’ PAV’D

4’ PAV’D

13’W/GR

10’10’ 46’

30’ 12’ 12’ 16’ 12’ 15’

4’ PAV’D SHLD. 4’ PAV’D

13’W/GR

12’10’ 10’

. 387+

PI Sta 564+11.58

= 15^ 21’ 32.0" (LT)

D = 5^ 27’ 24.3"

L = 281.47’

T = 141.58’

R = 1,050.00’

PI Sta 566+93.05

= 15^ 21’ 32.0" (RT)

D = 5^ 27’ 24.3"

L = 281.47’

T = 141.58’

R = 1,050.00’

PI Sta 573+42.08

= 15^ 21’ 32.0" (RT)

D = 5^ 27’ 24.3"

L = 281.47’

T = 141.58’

R = 1,050.00’

PI Sta 576+23.55

= 15^ 21’ 32.0" (LT)

D = 5^ 27’ 24.3"

L = 281.47’

T = 141.58’

R = 1,050.00’

-L1DET2- PRC Sta. 565+51.47

-L1DET2- PT Sta. 568+32.93

-L1DET2- PRC Sta. 574+81.97

-L1DET2- PCSta. 572+00.50

-L1DET2- PT Sta. 577+63.44

-L1DET2- PC Sta. 562+70.00

-L1DET2--L1DET2--L1DET2--L1DET2-

DETOUR SLOPE STAKES

-RAMPD- POT Sta. 14+00.00

-RAMPA- PT Sta. 14+25.34

-RAMPA- POT Sta. 15+00.00

PI Sta 12+55.71

= 33^ 22’ 21.8" (RT)

D = 9^ 32’ 57.5"

L = 349.48’

T = 179.85’

-RAMPA- CURVE DATA

PI Sta 12+08.75

= 83^ 34’ 35.6" (LT)

D = 28^ 38’ 52.4"L = 291.74’T = 178.75’

R = 200.00’

PI Sta 16+35.61

= 71^ 27’ 38.8" (RT)

D = 28^ 38’ 52.4"L = 249.45’

T = 143.88’R = 200.00’

-Y28- PC Sta. 19+06.18

-Y28- PT Sta. 17+41.18

-Y28- PC Sta. 14+91.74

-Y28- PT Sta. 13+21.74

-Y28- POT Sta. 10+00.00

-Y28- PC Sta. 10+30.00

PI Sta 20+49.43

= 71^ 13’ 20.1" (RT)

D = 28^ 38’ 52.4"

L = 248.61’

T = 143.24’

R = 200.00’

PI Sta 25+13.89

= 70^ 17’ 55.0" (LT)

D = 11^ 14’ 04.1"

L = 625.74’

T = 359.09’

R = 510.00’

-Y28- PT Sta. 27+80.54

-Y28- PRC Sta. 21+54.79

-RAMPA- PC Sta. 10+75.86

-Y18W- POT Sta. 12+60.50

-Y19W- POT Sta. 13+30.10

-Y21W- POT Sta. 12+57.77

-Y22W- POT Sta. 13+58.14

PI Sta 12+75.86

= 40^ 38’ 41.2" (RT)

D = 20^ 50’ 05.4"

L = 195.08’

T = 101.85’

R = 275.00’

-Y24W- PC Sta. 11+74.02

-Y24W- PT Sta. 13+69.10

-Y24W- POT Sta. 14+15.76

PI Sta 14+12.90

= 39^ 03’ 28.6" (LT)

D = 20^ 27’ 46.0"

L = 190.87’

T = 99.31’

R = 280.00’

ta. 10+00.00

Sta. 13+

-Y20W- PT Sta. 15+04.46

PI Sta 12+71.90

= 11^ 47’ 45.2" (LT)

D = 5^ 43’ 46.5"

L = 205.88’

T = 103.30’

R = 1,000.00’

-Y25W- POT Sta. 10+00.00

-Y25W- PC Sta. 11+68.60

-Y25W- PT Sta. 13+74.48

PI Sta 12+72.20

= 35^ 54’ 16.3" (RT)

D = 11^ 14’ 04.1"

L = 319.59’

T = 165.24’

R = 510.00’

PI Sta 17+71.04

= 70^ 21’ 20.2" (LT)

D = 28^ 38’ 52.4"

L = 245.59’

T = 140.97’

R = 200.00’

PI Sta 22+62.84

= 34^ 29’ 36.5" (RT)

D = 20^ 50’ 05.4"

L = 165.56’

T = 85.37’

R = 275.00’

PI Sta 26+98.28

= 16^ 34’ 03.0" (LT)

D = 14^ 08’ 49.6"

L = 117.11’

T = 58.97’

R = 405.00’

-Y26W- POT Sta. 10+00.00

-Y26W- PC Sta. 11+06.96

-Y26W- PT Sta. 14+26.55

-Y26W- PC Sta. 16+30.07

-Y26W- PT Sta. 18+75.66

-Y26W- PC Sta. 21+77.46

-Y26W- PT Sta. 23+43.02

-Y26W- PC Sta. 26+39.31

-Y26W- PT Sta. 27+56.42

-Y26W- POT Sta. 28+18.06

PI Sta 11+65.61

= 5^ 56’ 22.2" (RT)

D = 1^ 54’ 35.5"

L = 310.99’

T = 155.63’

R = 3,000.00’

-Y27W- POT Sta. 10+00.00

-Y27W- PC Sta. 10+09.97

-Y27W- PT Sta. 13+20.96

-Y23W- POT Sta. 9+98.00

-Y27W- CURVE DATA-Y26W- CURVE DATA -Y26W- CURVE DATA -Y26W- CURVE DATA -Y26W- CURVE DATA-Y25W- CURVE DATA-Y24W- CURVE DATA-Y20W- CURVE DATA

PI Sta 20+49.43

= 71^ 13’ 20.1" (RT)

D = 28^ 38’ 52.4"

L = 248.61’

T = 143.24’

R = 200.00’

PI Sta 25+13.89

= 70^ 17’ 55.0" (LT)

D = 11^ 14’ 04.1"

L = 625.74’

T = 359.09’

R = 510.00’

PIs Sta 423+40.89

s = 0^ 59’ 59.7"

Ls = 200.00’

LT = 133.34’

ST = 66.67’

PI Sta 430+16.09

= 12^ 07’ 27.5" (LT)

D = 0^ 59’ 59.7"L = 1,212.52

T = 608.53’R = 5,730.00’

PIs Sta 436+86.74

s = 0^ 59’ 59.7"

Ls = 200.00’

LT = 133.34’

ST = 66.67’

PI Sta 534+03.34

= 1^ 27’ 07.0" (RT)

D = 0^ 09’ 33.0"

L = 912.28’

T = 456.17’

R = 36,000.00’

PI Sta 556+22.99

= 3^ 01’ 01.5" (RT)

D = 0^ 14’ 59.9"L = 1,206.92’

T = 603.60’R = 22,920.00’

-ALT1- ST Sta. 438+20.07

-ALT1- POT Sta. 592+91.78

-ALT1- PC Sta. 529+47.17

-ALT1- PC Sta. 550+19.39

-ALT1- PT Sta. 538+59.46

-ALT1- PT Sta. 562+26.32

-ALT1- CS Sta. 436+20.07

-ALT1- SPIRAL DATA -ALT1- CURVE DATA-ALT1- CURVE DATA-ALT1- SPIRAL DATA -ALT1- CURVE DATA

-Y28- CURVE DATA -Y28- CURVE DATA -Y28- CURVE DATA -Y28- CURVE DATA

00 430+

00 565+00

-ALT1- POC Sta. 536+30.00 (35’ LT)

-ALT1 LT2- POT Sta. 536+30.00

-ALT1- POC Sta. 536+30.00 (35’ RT)

-ALT1 RT2- POT Sta. 536+30.00

-ALT1- POT Sta. 550+10.00 (12’ LT)

-ALT1 LT2- POT Sta. 550+10.40

-ALT1- POT Sta. 550+10.00 (28’ RT)

-ALT1 RT2- POT Sta. 550+09.80

-ALT1- POT Sta. 564+34.00 (16’ RT)

-ALT1 RT3- POT Sta. 564+34.00

-ALT1- POT Sta. 567+34.00 (11’ RT)

-ALT1 RT3- POT Sta. 567+34.04

-ALT1- POT Sta. 564+34.00

-ALT1 LT3- POT Sta. 564+34.00

-ALT1- POT Sta. 570+94.00 (11’ LT)

-ALT1 LT3- POT Sta. 570+94.09

-ALT1- POT Sta. 586+25.00 (11’ RT)

-ALT1RT4- POT Sta. 586+25.00

-ALT1- POT Sta. 586+25.00 (11’ LT)

-ALT1LT4- POT Sta. 586+25.00

-ALT1- POT Sta. 592+85.00

-ALT1LT4- POT Sta. 592+85.09

-ALT1RT4- POT Sta. 592+85.09

-ALT1- POT Sta. 592+85.00

PI Sta 11+90.26

= 35^ 56’ 06.5" (RT)

D = 17^ 21’ 44.5"

L = 206.97’

T = 107.02’

R = 330.00’

-Y15E- CURVE DATA

D = 20^ 50’ 05.4"

PI Sta 11+10.93

= 36^ 35’ 40.7" (LT)

L = 175.64’

T = 90.93’

R = 275.00’

PI Sta 13+72.87

= 72^ 17’ 05.0" (RT)

D = 38^ 11’ 49.9"

L = 189.24’

T = 109.55’

R = 150.00’

= 4^ 35’ 57.3" (RT)

PI Sta 18+19.58

D = 6^ 51’ 42.4"

L = 67.03’

T = 33.53’

R = 835.00’

-Y17W- CURVE DATA -Y17W- CURVE DATA -Y17W- CURVE DATA

PIs Sta 393+86.43

s = 0^ 59’ 59.7"

Ls = 200.00’

LT = 133.34’

ST = 66.67’

PI Sta 400+82.61

= 12^ 32’ 20.5" (RT)

D = 0^ 59’ 59.7"

L = 1,254.00

T = 629.51’

R = 5,730.00’

PIs Sta 407+73.76

s = 0^ 59’ 59.7"

Ls = 200.00’LT = 133.34’

ST = 66.67’

-ALT1- SPIRAL DATA

-ALT1- CURVE DATA

-ALT1- SPIRAL DATA

-Y15E- PC Sta. 10+83.24

-Y15E- PT Sta. 12+90.21

-Y15E- POT Sta. 13+98.23

-Y17W- POT Sta. 10+00.00

-Y17W- PC Sta. 10+20.00 -Y17W

1+95.6

2+63.3

-Y17W- PT Sta. 14+52.56

-Y17W- PC Sta. 17+86.05

-Y17W- PT Sta. 18+53.07

-Y17W- POT Sta. 18+69.14

-ALT1- TS Sta. 392+53.09

-ALT1- ST Sta. 409+07.09

-ALT1- SC Sta. 394+53.09 -ALT1- CS Sta. 407+07.09

C C FF C

C FF C

P L P L P L P LPL MATCH LINE P LP L PL P L P LP LP ... - NCDOT · d d d d d d d d d d d d d d d d d...

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