design public hearing map - ncdot.gov€¦ · under bridge note: access provided to be closed...

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BON I T A D R. -WARD_WALL- STA. 21+80.00 END RETAINING WALL -WARD_WALL- STA. 15+35.00 BEGIN RETAINING WALL UND E R BR I DG E NO TE : A CC E SS P R OV I D E D TO BE CLOSED RAILROAD CROSSING AT GRADE TO BE CLOSED RAILROAD CROSSING AT GRADE TO BE CLOSED RAILROAD CROSSING AT GRADE P EN RY ROAD S R 3024 WA RD RD . B U R L I NG T ON R O A D NACO ROAD MU RRAY L AN E ROAD T O I- 840 T O U . S . 29 T O F R ANK L I N B L VD O FERRELL S T REET -L- STA. 11+50.00 BEGIN PROJECT Y-5500GA S R 3024 WA RD RD . MAX FI EL D ROAD T O HO LT S C HA P EL RO AD NACO ROAD EXTENSION - L - TO BE CLOSED RAILROAD CROSSING AT GRADE TO BE CLOSED RAILROAD CROSSING AT GRADE TO BE CLOSED RAILROAD CROSSING AT GRADE P EN RY ROAD S R 3024 WA RD RD . B U R L I NG T ON R O A D NACO ROAD MU RRAY L AN E ROAD T O I- 840 T O U . S . 29 T O F R ANK L I N B L VD O FERRELL S T REET -L- STA. 11+50.00 BEGIN PROJECT Y-5500GA S R 3024 WA RD RD . MAX FI EL D ROAD T O HO LT S C HA P EL RO AD NACO ROAD EXTENSION - L - NORTH CAROLINA RAILROAD CO. / NS RAILWAY - Y 14 - MAX FI EL D ROAD R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W 10 4 5 6 7 8 14 9 11 12 13 14 15 16 17 18 20 21 22 23 24 25 26 27 28 19 29 30 31 35 36 32 33 38 39 46 30 30 30 14 14 14 14 14 14 37 41 CENTRAL CAROLINA WAREHOUSES INC GUILFORD CO FARM BUREAU INC C O RR Y O F T H E A L F R E D H C O RR Y T R U S T FOGLEMAN, CHRISTOPHER MICHAEL FLORES-SALDANA, JAVIER ARMENIOX, TORIL KVEHAUGEN ARMENIOX, STEPHEN MICHAEL DAVID RAYMOND REVELL LLC BRAY, SHIRLEY S YOUNG REAL ESTATE INVESTMENTS LLC SP I V E Y , L I S A J O DYSON, LILLIE DYSON, CLARENCE ; RIDDLE, JERRY W DELANCEY, JAMES CALVIN LAMBETH, LINDA R LAMBETH, HENRY L WRIGHT, LEROY A GREEN, MARY SHIFFONE NEWMAN, MEIMEI MICHELLE HOME SFT BORROWER II LLC WU, JOAN LIU WU, RICHARD G I L C H R I S T K L AU E R P R O P E R T Y HO L D I NG S LL C RIVER COMMUNITY BANK NA RBI CENTRE PETTY, JOANNE B ROBINSON, KAI ALEXANDRIA WASHINGTON, ADAM III M EL V I N , L A T OYA B A L D W I N EDWARDS, WANDA EDWARDS, SAINT PAUL MOODY, LORETTA L MOODY, JOSEPH A OFERRELL, LAURA OFERRELL, LAWRENCE HOYLE OFERRELL, LAWRENCE H II OFERRELL, MARIE L OFERRELL, JOHN W OFERRELL, LAWRENCE H II HEWETT, DEBORAH B EDDIE LAND MASONRY CONTRACTOR INC LAND EDDIE MASONRY CONTRACTOR INC WATTERSON, TONY L WATTERSON, KAREN S LANDRETH, VIOLET P LANDRETH, JAMES R JR NORTH CAROLINA DEPT OF TRANSPORTATION EDGE, LETICIA A JOHNSON, REGINALD B ; LOWE, BRENDA WENDOVER INDUSTRIAL PARTNERS LLC GU I L F O R D C OUN T Y B OA R D O F E DU C A T I ON J ON E S , A C L AND R ET H , V I O LET P JGJ LLC JGJ LLC W E NDOV E R I NDU S T R I A L P A R T N E R S LL C B I GHA M I N C L AND R ET H , J A M E S R O B E R T J R DU B O S E P R O P E R T I E S LL C S T A TE O F NO R T H C A R O L I NA C A B LE , R AY M OND C B A I LE Y , N EL DA K L AND R ET H , J A M E S R O B E R T J R S TE W A R D S H I P P R O P E R T I E S LL C B A R N E S , T HO M A S LEE P H I LL I PS , GA I L B B I GHA M I N C B OYD - G I L YA R D , ANG EL B I GHA M I N C R ANK I N , J U L I U S A J R LOPEZ, JESUS ; LOPEZ, ROCIO W E NDOV E R I NDU S T R I A L P A R T N E R S LL C O F E RR ELL , J OHN W ET A L K & C T R AD I NG I N C ROBI NSON,J ANI E BONDURANT H I GG I N S , L A RR Y N ; F EE , NAD I N E H BRI INC L AND R ET H , J A M E S R O B E R T J R HAK I M A LL C B L AK E , H ELE N S P A T I NO , J O S E K & C T R AD I NG I N C VO I G T , DA RR ELL ELLE R,J AME S O F E RR ELL , L A W R E N C E H II L YNN , B O BB I E L GA L VAN , B I B I ANA G BL AK E , H ELE N S B U LL , N S P W C D LL C BUCHANAN, ERIC M O ' F E RR ELL LL C BL AK E , H ELE N S R I DD LE , J E RR Y W S C O TT , C L I FF O R D M A C K BI GHAM I NC EL LE R, J AME S C OX , J A M E S G ; C OX , C A R L T R I P LE Y , K E NN ET H R ; S W AN S ON , R AY T ; GON Z A LE S , G R E GO R Y E M A RC O AN T ON I O L O P EZ - F L O R E S , JUDITH A B A LL A R D , L A W R E N C E H II O F E RR ELL , L AND R ET H , V I O LET P J R O B E R T J R ; L AND R ET H , L AND R ET H , V I O LET P L AND R ET H , J R O B E R T J R ; LINDA C E H R L I C H , F R AN C E S W ; E H R L I C H , R E ; L O W D E R M I L K , A III JULIUS RANKIN, T HO M A S LEE B A R N E S , C A R O L ANN O F E RR ELL , LINDA HURD STANLEY, H E RB E R T C DODGE, M EL S ON , C A B EL S ; M U LL I N S , S U Z ANN E S F A L K E N , S I DN E Y S ; I R V I N , H ELE N S T R U S TEE ; H ELLE N I R V I N L I V I NG T R U S T ; J E R O M E R J R DOD S ON , C A R L O S J HORNE, WAL L E R, SUSAN L WAL LE R, WI LL I AM D ; SCOTT M C DU FF I E , BLAKE, D MICHAEL TR LIVING TRUST 8/29/2003 ; D MICHAEL BLAKE HO L D I NG S LL C HA PP Y P OOD LE HO L D I NG S LL C HA PP Y P OOD LE HO L D I NG S LL C T O M B I GHA M HO L D I NG S LL C T O M B I GHA M J A M E S C HA RR I S ON , P A R T N E R S H I P A LLE N G R AY M I C HA EL C P L Y LE R , P A R T N E R S H I P A LLE N G R AY TAWNIA MOORE, I NV E S T M E N T S LL C YOUNG R E A L E S T A TE E RI K DAUGH E TY, VE NTURE S I NC MCI NTI RE J OSE CRUZ F L ORE S, OF GR E E N SB OR O L L C PEL NI K R E AL E ST ATE TEL & TEL SOUTH E RN BELL KAN E LL C LIZA I N VE STM E NT S L L C MAR S H L I NE GIBSON, LISA B CLAPP, JAMES E JR ; GIBSON, PATSY MARIE ; P A R T N E R S H I P A LLE N G R AY SIFFORD, SHIRLEEN SIFFORD, CHRISTOPHER L 13 ERIK A GARLAND, FLORES, JOSE CRUZ BRAXTON, THANELL 9 10 8 MCCOLLUM, KAREN MCCOLLUM, RANDY D ; MONUMENT COMPANY INC WIGGINS N STATE MARKS, JOHN ANTHONY 37 54 54 DOTAC LLC I NVE STME NTS LL C YOUNG RE AL E STATE I NVE STME NTS LL C YOUNG RE AL E STATE BROW LLC PORTLY AND LOPEZ, LOURDES V LOPEZ, JESUS LARA JOHNSON, ERIC GALEN COX, CARL T COX, JAMES G BARHAM, CHARLENE KNIGHT BARHAM, WILLIAM BOBBY WATTERSON, KAREN KAY WATTERSON, TONY LYNN A L B E R T T R U S TEE B I GHA M , T HO M A S F A M I L Y T R U S T ; B A RB A R A L B I GHA M MARIA VILLANEUVA-BERN, JUAN ; VILLANEUVA-BERN, & W M A F R YA R J R F A M I L Y T R & W M A F R YA R J R T R U S T F R YA R J AN ET M L I M I TE D P R N R S H P EMANUEL AGAPION, O L Y M P I A G . M OO R E , M OO R E , C U R T I S ; SCOTT J ONATHAN MCDUFF I E , BR YAN T P R O P E R T I E S 45 48 52 47 46 34 57 51 49 50 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 25 24 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 W A TTE R S ON , T ONY L W A TTE R S ON , KA R E N K ; 93 94 GU I L F O R D C O F A R M B U R E AU I N C 93 A SS O C I A TE S LL C 3401 O L D B U R L I NG T ON R D A SS O C I A TE S LL C 3401 O L D B U R L I NG T ON R D 94 94 C O RR Y O F T H E A L F R E D H C O RR Y T R U S T 95 95 95 KMART OF NORTH CAROLINA LLC 96 96 57 97 WICKER, NANCY WICKER, HENRY CLINTON SR; 97 97 WHITT, NED STEPHEN 98 98 PMF TRAILERS INV L JR S L AD E , L U T H E R 99 99 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 0' DESIGN DATA D E S I GN P U B L I C H E A RI NG M A P D E S I GN P U B L I C H E A RI NG M A P 0' LEGEND 0000 0000 PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY RAILROAD RIGHT OF WAY PRESENT ADT FUTURE ADT PROPERTY LINES EXISTING TRAFFIC SIGNAL EXISTING UTILITY EASEMENT AND GUTTER TO BE RETAINED EXISTING STRUCTURE, ISLAND OR CURB WLB BUILDING OR UTILITY) PROPOSED EASEMENT (DRAINAGE, CONSTRUCTION, EXISTING ROADWAY TO BE REMOVED AND GUTTER PROPOSED STRUCTURE, ISLAND OR CURB LAKE, RIVER, STREAM OR POND CEMETERY WETLAND LIMIT BOUNDARY DESIGN PUBLIC HEARING MAP 2016 ADT 2040 ADT 1,200 1,000 1,400 O'FERRELL ST. O'FERRELL ST. 700 400 500 500 100 300 <50 800 600 600 200 300 100 2016 ADT 2040 ADT 8,400 900 400 700 100 100 500 900 200 200 WARD RD. WARD RD. 7,400 900 1,300 600 2,400 1,500 0.02 0.02 2:1 TO 2:1 SLOPE VARIES 5'-0" 2'-6" 2'-0" 4'-0" 12'-0" 16'-0" SIDEWALK LANE BIKE 8'-0" 5'-0" 2'-6" 2'-0" 4'-0" 12'-0" SIDEWALK LANE BIKE 8'-0" GRADE POINT 0.02 0.02 2:1 TO 2:1 SLOPE VARIES C L 10'-0" 14'-0" 8'-6" 2'-0" 0.02 5'-0" 12'-0" SIDEWALK GRADE POINT 0.02 2:1 TO 2:1 SLOPE VARIES 0.02 L 10'-0" 14'-0" 8'-6" 2'-0" 5'-0" 12'-0" GRADE POINT 0.02 2:1 TO 2:1 SLOPE VARIES 0.02 C -WARD- TYPICAL SECTION FUTURE FUTURE FUTURE 20'-0" FUTURE MEDIAN SIDEWALK FUTURE 0.02 0.02 VAR. SEE X-SECTIONS 6 : 1 2 : 1 8'-0" W/GR 11'-0" 30'-0" DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS GUILFORD COUNTY MAP 1 OF 2 100' 100' 200' SCALE: 1" = 100' 100' 100' 200' SCALE: 1" = 100' - L C EN T ER- S T A . 65 +0 0 . 00 MA T C H T O MA P 2 O F 2 LEGEND 0000 0000 PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY RAILROAD RIGHT OF WAY PRESENT ADT FUTURE ADT PROPERTY LINES EXISTING TRAFFIC SIGNAL EXISTING UTILITY EASEMENT AND GUTTER TO BE RETAINED EXISTING STRUCTURE, ISLAND OR CURB WLB BUILDING OR UTILITY) PROPOSED EASEMENT (DRAINAGE, CONSTRUCTION, EXISTING ROADWAY TO BE REMOVED AND GUTTER PROPOSED STRUCTURE, ISLAND OR CURB LAKE, RIVER, STREAM OR POND CEMETERY WETLAND LIMIT BOUNDARY GU I L F ORD C OUNT Y M A P 1OF 2 M A P 1OF 2 GU I L F ORD C OUNT Y WBS NO. 80000.2.1.7 S.T.I.P. NO. Y-5500GA W B S NO. 80000 . 2 . 1 . 7 S . T . I . P . NO. Y - 5500 GA W B S NO. 80000 . 2 . 1 . 7 S . T . I . P . NO. Y - 5500 GA 0.04 = MAX. SUPERELEVATION 50 MPH = DESIGN SPEED URBAN COLLECTOR = FUNCTIONAL CLASSIFICATION ORTHOPHOTO DATA: ORTHOPHOTO DATA: DESIGN DATA 0.04 = MAX. SUPERELEVATION 50 MPH = DESIGN SPEED URBAN COLLECTOR = FUNCTIONAL CLASSIFICATION APRIL 2017 GIS PROPERTY BOUNDARIES = NC ONEMAP AERIAL MAPPING = FEBRUARY 2014 APRIL 2017 GIS PROPERTY BOUNDARIES = NC ONEMAP AERIAL MAPPING = FEBRUARY 2014 P I S t a 11 + 2 6 . 38 D L= 113 . 92 ' T = 64 . 04 ' R = 100 . 00 ' -DRW1_C- - W A R D - ( R EL O C A TE D ) P I S t a 1 4 + 33 . 53 D L= 420 . 0 3 ' T = 219 . 03 ' R = 600 . 00 ' P I S t a 22 + 71 . 70 D L= 3 5 6 . 9 7 ' T = 1 7 8 . 58 ' R = 4 , 5 20 . 00 ' P I S t a 27 + 05 . 94 D L= 5 01 . 5 4 ' T = 255 . 84 ' R = 1 , 03 0 . 0 0 ' P I S t a 34 + 62 . 45 D L= 519 . 63 ' T = 26 5 . 47 ' R = 1 , 03 0 . 00 ' P I S t a 41 + 56 . 10 D L= 878 . 20 ' T = 439 . 4 9 ' R = 8 , 5 00 . 0 0 ' P I S t a 11 + 66 . 41 D L= 163 . 60 ' T = 11 5 . 5 1 ' R = 9 0 . 00 ' P I S t a 20 + 5 6 . 9 0 D L= 644 . 23 ' T = 32 2 . 1 6 ' R = 16 , 0 0 0 . 0 0 ' P I S t a 12 + 00 . 02 D L= 2 41 . 0 2 ' T = 1 2 0 . 5 2 ' R = 8 , 000 . 00 ' - W A R D _ W A LL - V = 20 m ph S E = 0 . 04 V = 40 m p h S E = 0 . 0 4 V = 40 m ph SE = NC V = 50 m p h SE = NC V = 50 m ph S E = 0 . 0 4 V = 50 m ph S E = 0 . 04 V = 50 m ph S E = 0 . 03 V = 50 m ph SE = NC 7'-0" 14'-0" CROWN 12'-0" GRADE POINT 0.02 0.02 L POINT 2'-0" 5'-6" 3'-0" -WARD- BRIDGE TYPICAL SECTION C 900 1,300 300 300 300 MAXFIELD RD. 400 <50 100 600 1,100 2040 ADT 2016 ADT STREET TO US 70 (BURLINGTON ROAD) NACO ROAD EXTENSION FROM O'FERRELL S T REET T O U S 70 ( B U RL I NGT ON ROAD ) NA C O ROAD E XTE NS I ON F ROM O' F E RRELL S T REET T O U S 70 ( B U RL I NGT ON ROAD ) NA C O ROAD E XTE NS I ON F ROM O' F E RRELL ( NA C O R OAD E X T . ) -L- EXT. NACO RD. -L- EXT. NACO RD. -L- EXT. NACO RD. -L- EXT. NACO RD. -L- -L- (NACO ROAD EXTENSION) TYPICAL SECTION 4 : 1 10'-0" 10'-0" C L 0.02 0.02 GRADE POINT 5'-0" 5'-0" 0 . 08 0 . 08 8'-0" 2 : 1 6 : 1 2 : 1 6 : 1 VAR. SEE X-SECTIONS 8'-0" W/GR 8'-0" W/GR VAR. SEE X-SECTIONS -Y14- MAXFIELD ROAD TYPICAL SECTION 14'-0" w/GR 14'-0" w/GR 8' BERM 8' BERM 16'-0" w/GR 14' BERM 16'-0" w/GR 14' BERM CROWN POINT CROWN POINT 0.02 -DRW1_C- PT Sta. 11+76.26 -DRW1_C- PC Sta. 10+62.34 -WARD- PC Sta. 20+93.13 -WARD_WALL- PC Sta. 10+50.90 -Y13- PC Sta. 14+83.14 -Y13- PT Sta. 12+16.74 -WARD- PT Sta. 29+51.63 -WARD_WALL- PT Sta. 16+34.53 -WARD_WALL- PC Sta. 17+34.74 -WARD- PC Sta. 31+96.98 -Y13- PC Sta. 11+23.57 - W A R D _ W A LL - P T S t a . 23 + 78 . 98 -Y13- PT Sta. 16+51.18 - W A R D - P T S t a . 45 + 94 . 81 25 + 00 - W A R D - 15 + 00 - Y 14 - 20 + 0 0 - Y 14 - 20 + 0 0 - W A R D _ W A L L - 1 5 + 00 - W A R D _ W A LL - 15 +00 - L - 20+00 - L - 2 5 +00 - L - 30+00 - L - 35 +00 - L - 40+00 - L - 45 +00 - L - 50+00 - L - 5 5 +00 - L - 6 0+00 - L - 65 +00 - L - -L- PC Sta. 10+79.50 -L- PT Sta. 13+20.52 -L- PC Sta. 63+86.70 TE S TE S TE S TE S TE S TE S TE S TE S TES TES TES TES

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Page 1: DESIGN PUBLIC HEARING MAP - ncdot.gov€¦ · under bridge note: access provided to be closed railroad crossing at grade to be closed railroad crossing ... young real estate investments

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CENTRAL CAROLINA WAREHOUSES INC

GUILFORD CO FARM BUREAU INC

CORRY OF THE ALFRED H CORRY TRUST

FOGLEMAN, CHRISTOPHER MICHAEL

FLORES-SALDANA, JAVIER

ARMENIOX, TORIL KVEHAUGENARMENIOX, STEPHEN MICHAEL

DAVID RAYMOND REVELL LLC

BRAY, SHIRLEY S

YOUNG REAL ESTATE INVESTMENTS LLC

SPIVEY, LISA JO

DYSON, LILLIEDYSON, CLARENCE ;

RIDDLE, JERRY W

DELANCEY, JAMES CALVIN

LAMBETH, LINDA RLAMBETH, HENRY L

WRIGHT, LEROY A

GREEN, MARY SHIFFONE

NEWMAN, MEIMEI MICHELLE

HOME SFT BORROWER II LLC

WU, JOAN LIUWU, RICHARD

GILCHRIST KLAUER PROPERTY HOLDINGS LLC

RIVER COMMUNITY BANK NA RBI CENTRE

PETTY, JOANNE B

ROBINSON, KAI ALEXANDRIA

WASHINGTON, ADAM III

MELVIN, LATOYA BALDWIN

EDWARDS, WANDAEDWARDS, SAINT PAUL

MOODY, LORETTA LMOODY, JOSEPH A

OFERRELL, LAURAOFERRELL, LAWRENCE HOYLE

OFERRELL, LAWRENCE H II

OFERRELL, MARIE LOFERRELL, JOHN W

OFERRELL, LAWRENCE H II

HEWETT, DEBORAH B

EDDIE LAND MASONRY CONTRACTOR INC

LAND EDDIE MASONRY CONTRACTOR INC

WATTERSON, TONY LWATTERSON, KAREN S

LANDRETH, VIOLET PLANDRETH, JAMES R JR

NORTH CAROLINA DEPT OF TRANSPORTATION

EDGE, LETICIA AJOHNSON, REGINALD B ;

LOWE, BRENDA

WENDOVER INDUSTRIAL PARTNERS LLC

GUILFORD COUNTY BOARD OF EDUCATION

JONES, A C

LANDRETH, VIOLET P

JGJ LLC

JGJ LLC

WENDOVER INDUSTRIAL PARTNERS LLC

BIGHAM INC

LANDRETH, JAMES ROBERT JR

DUBOSE PROPERTIES LLC

STATE OF NORTH CAROLINA

CABLE, RAYMOND C

BAILEY, NELDA K

LANDRETH, JAMES ROBERT JR

STEWARDSHIP PROPERTIES LLC

BARNES, THOMAS LEE

PHILLIPS, GAIL B

BIGHAM INC

BOYD-GILYARD, ANGEL

BIGHAM INC

RANKIN, JULIUS A JR

LOPEZ, JESUS ; LOPEZ, ROCIO

WENDOVER INDUSTRIAL PARTNERS LLC

OFERRELL, JOHN W ETAL

K & C TRADING INC

RO

BIN

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N, J

ANIE

BO

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HIGGINS, LARRY N ; FEE, NADINE H

BRI INC

LANDRETH, JAMES ROBERT JR

HAKIMA LLC

BLAKE, HELEN S

PATINO, JOSE

K & C TRADING INC

VOIGT, DARRELL

EL

LE

R, J

AM

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OFERRELL, LAWRENCE H II

LYNN, BOBBIE

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GALVAN, BIBIANA G

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BULL, N S

PWCD LLC

BUCHANAN, ERIC M

O'FERRELL LLC

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RIDDLE, JERRY W

SCOTT, CLIFFORD MACK

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COX, JAMES G ; COX, CARL T

RIPLEY, KENNETH R ; SWANSON, RAY T ; GONZALES, GREGORY E

MARCO ANTONIOLOPEZ-FLORES,

JUDITH ABALLARD,

LAWRENCE H IIOFERRELL,

LANDRETH, VIOLET PJ ROBERT JR ; LANDRETH,

LANDRETH, VIOLET PLANDRETH, J ROBERT JR ;

LINDA CEHRLICH, FRANCES W ; EHRLICH, R E ; LOWDERMILK,

A IIIJULIUS RANKIN,

THOMAS LEEBARNES,

CAROL ANNOFERRELL,

LINDA HURDSTANLEY,

HERBERT CDODGE,

MELSON, CABEL S ; MULLINS, SUZANNE S FALKEN, SIDNEY S ; IRVIN, HELEN S TRUSTEE ;HELLEN IRVIN LIVING TRUST ;

JEROME R JRDODSON,

CARLOS JHORNE,

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SCOTTMCDUFFIE,

BLAKE, D MICHAEL TRLIVING TRUST 8/29/2003 ;D MICHAEL BLAKE

HOLDINGS LLCHAPPY POODLE

HOLDINGS LLCHAPPY POODLE

HOLDINGS LLCTOM BIGHAM

HOLDINGS LLCTOM BIGHAM

JAMES CHARRISON,

PARTNERSHIPALLEN GRAY

MICHAEL CPLYLER,

PARTNERSHIPALLEN GRAY

TAWNIAMOORE,

INVESTMENTS LLCYOUNG REAL ESTATE

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SIFFORD, SHIRLEENSIFFORD, CHRISTOPHER L

13

ERIK AGARLAND,

FLORES, JOSE CRUZ

BRAXTON, THANELL

9 10

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MCCOLLUM, KARENMCCOLLUM, RANDY D ;

MONUMENT COMPANY INCWIGGINS N STATE

MARKS, JOHN ANTHONY

37

54

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BARHAM, CHARLENE KNIGHTBARHAM, WILLIAM BOBBY

WATTERSON, KAREN KAYWATTERSON, TONY LYNN

ALBERT TRUSTEE BIGHAM, THOMAS FAMILY TRUST ;BARBARA L BIGHAM

MARIAVILLANEUVA-BERN, JUAN ; VILLANEUVA-BERN,

&WM A FRYAR JR FAMILY TR&WM A FRYAR JR TRUSTFRYAR JANET M LIMITED PRNRSHP

EMANUELAGAPION,

OLYMPIA G.

MOORE,

MOORE, CURTIS ;

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BRYANT PROPERTIES

45

48

52

47

46

34

57

51

49

50

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

25

24

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

WATTERSON, TONY LWATTERSON, KAREN K;

93

94

GUILFORD CO FARM BUREAU INC

93

ASSOCIATES LLC3401 OLD BURLINGTON RD

ASSOCIATES LLC3401 OLD BURLINGTON RD

94

94

CORRY OF THE ALFRED H CORRY TRUST95

95

95

KMART OF NORTH CAROLINA LLC

96

96

57

97WICKER, NANCYWICKER, HENRY CLINTON SR;

97 97

WHITT, NED STEPHEN98

98

PMF TRAILERS INV

L JRSLADE, LUTHER

99

99

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

0'

DESIGN DATA

DESIG

N

PU

BLIC

HE

ARIN

G

MA

PD

ESIG

N

PU

BLIC

HE

ARIN

G

MA

P

0'

LEGEND

0000

0000

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

RAILROAD RIGHT OF WAY

PRESENT ADT

FUTURE ADT

PROPERTY LINES

EXISTING TRAFFIC SIGNAL

EXISTING UTILITY EASEMENT

AND GUTTER TO BE RETAINEDEXISTING STRUCTURE, ISLAND OR CURB

WLB

BUILDING

OR UTILITY)PROPOSED EASEMENT (DRAINAGE, CONSTRUCTION,

EXISTING ROADWAY TO BE REMOVED

AND GUTTERPROPOSED STRUCTURE, ISLAND OR CURB

LAKE, RIVER, STREAM OR POND

CEMETERY

WETLAND LIMIT BOUNDARY

DESIGN PUBLIC HEARING MAP

2016 ADT

2040 ADT

1,200

1,000

1,400

O'FERRELL ST.

O'FERRELL ST.

700

400

500

500 100

300 <50

800

600

600 200

300 100

2016 ADT

2040 ADT

8,400

900

400 700

100 100

500 900

200 200

WARD RD.

WARD RD.

7,400

900 1,300

600

2,400

1,500

0.02 0.022:1 TO 2:1

SLOPE VARIES

5'-0" 2'-6"2'-0" 4'-0" 12'-0" 16'-0"

SIDEWALKLANEBIKE

8'-0"

5'-0"2'-6"2'-0"4'-0"12'-0"

SIDEWALKLANEBIKE

8'-0"

GRADE

POINT

0.02 0.022:1 TO 2:1

SLOPE VARIES

CL

10'-0"

14'-0" 8'-6"2'-0"

0.02

5'-0"12'-0"

SIDEWALK

GRADE

POINT

0.022:1 TO 2:1

SLOPE VARIES0.02

L

10'-0"

14'-0"8'-6" 2'-0"5'-0" 12'-0"

GRADE

POINT

0.022:1 TO 2:1

SLOPE VARIES 0.02

C

-WARD- TYPICAL SECTION

FUTURE FUTURE FUTURE 20'-0" FUTURE MEDIANSIDEWALK

FUTURE

0.020.02

VAR. SEE X-SECTIONS

6:1

2:1

8'-0"

W/GR11'-0"

30'-0"

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

GUILFORD COUNTY

MAP 1 OF 2

100' 100' 200'

SCALE: 1" = 100'

100' 100' 200'

SCALE: 1" = 100'

-L C

EN

TE

R-

ST

A. 6

5+00.0

0M

AT

CH

TO

MAP 2

OF 2

LEGEND

0000

0000

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

RAILROAD RIGHT OF WAY

PRESENT ADT

FUTURE ADT

PROPERTY LINES

EXISTING TRAFFIC SIGNAL

EXISTING UTILITY EASEMENT

AND GUTTER TO BE RETAINEDEXISTING STRUCTURE, ISLAND OR CURB

WLB

BUILDING

OR UTILITY)PROPOSED EASEMENT (DRAINAGE, CONSTRUCTION,

EXISTING ROADWAY TO BE REMOVED

AND GUTTERPROPOSED STRUCTURE, ISLAND OR CURB

LAKE, RIVER, STREAM OR POND

CEMETERY

WETLAND LIMIT BOUNDARY

GUILF

OR

D

CO

UN

TY

MA

P 1

OF 2

MA

P 1 O

F 2

GUILF

OR

D

CO

UN

TY

WBS NO. 80000.2.1.7

S.T.I.P. NO. Y-5500GA

WB

S

NO. 8

0000.2.1.7

S.T.I.P. N

O. Y

-5500G

A WB

S

NO. 80000.2.1.7

S.T.I.P. N

O. Y-5500G

A

0.04=MAX. SUPERELEVATION

50 MPH=DESIGN SPEED

URBAN COLLECTOR=FUNCTIONAL CLASSIFICATION

ORTHOPHOTO DATA:

ORTHOPHOTO DATA:

DESIGN DATA

0.04=MAX. SUPERELEVATION

50 MPH=DESIGN SPEED

URBAN COLLECTOR=FUNCTIONAL CLASSIFICATION

APRIL 2017GIS PROPERTY BOUNDARIES =

NC ONEMAP AERIAL MAPPING = FEBRUARY 2014

APRIL 2017GIS PROPERTY BOUNDARIES =

NC ONEMAP AERIAL MAPPING = FEBRUARY 2014

PI Sta 11+26.38

D

L = 113.92'

T = 64.04'

R = 100.00'

-DRW1_C-

-WARD- (RELOCATED)

PI Sta 14+33.53

D

L = 420.03'

T = 219.03'

R = 600.00'

PI Sta 22+71.70

D

L = 356.97'

T = 178.58'

R = 4,520.00'

PI Sta 27+05.94

D

L = 501.54'

T = 255.84'

R = 1,030.00'

PI Sta 34+62.45

D

L = 519.63'

T = 265.47'

R = 1,030.00'

PI Sta 41+56.10

D

L = 878.20'

T = 439.49'

R = 8,500.00'

PI Sta 11+66.41

D

L = 163.60'

T = 115.51'

R = 90.00'

PI Sta 20+56.90

D

L = 644.23'

T = 322.16'

R = 16,000.00'

PI Sta 12+00.02

D

L = 241.02'

T = 120.52'

R = 8,000.00'

-WARD_WALL-

V = 20mph

SE = 0.04

V = 40mph

SE = 0.04

V = 40mph

SE = NC

V = 50mph

SE = NCV = 50mph

SE = 0.04V = 50mph

SE = 0.04V = 50mph

SE = 0.03

V = 50mph

SE = NC

7'-0" 14'-0"

CROWN

12'-0"

GRADE

POINT

0.020.02

L

POINT

2'-0" 5'-6"3'-0"

-WARD- BRIDGE TYPICAL SECTION

C

900

1,300

300

300

300

MAXFIELD RD.

400

<50

100

600

1,100

2040 ADT

2016 ADT

STREET TO US 70 (BURLINGTON ROAD)

NACO ROAD EXTENSION FROM O'FERRELL

ST

RE

ET

TO

US 70 (B

UR

LIN

GT

ON

RO

AD)

NA

CO

RO

AD

EX

TE

NSIO

N

FR

OM

O'F

ER

RE

LL

ST

RE

ET

TO

US 70 (B

UR

LIN

GT

ON

RO

AD)

NA

CO

RO

AD

EX

TE

NSIO

N

FR

OM

O'F

ER

RE

LL

(NACO ROAD EXT.)-L-

EXT.

NACO RD.

-L-

EXT.

NACO RD.

-L-

EXT.

NACO RD.

-L-

EXT.

NACO RD.

-L-

-L- (NACO ROAD EXTENSION) TYPICAL SECTION

4:1

10'-0" 10'-0"CL

0.02 0.02

GRADEPOINT

5'-0" 5'-0"

0.080.08

8'-0"

2:1

6:1

2:1

6:1

VAR. SEE X-SECTIONS

8'-0"W/GR

8'-0"W/GR

VAR. SEE X-SECTIONS

-Y14- MAXFIELD ROAD TYPICAL SECTION

14'-0" w/GR14'-0" w/GR

8' BERM 8' BERM

16'-0" w/GR14' BERM

16'-0" w/GR14' BERM

CROWN

POINT

CROWN

POINT

0.02

-DRW1_C- PT Sta. 11+76.26

-DRW1_C- PC Sta. 10+62.34

-WARD- PC Sta. 20+93.13

-WARD_WALL- PC Sta. 10+50.90

-Y13- PC Sta. 14+83.14

-Y13- PT Sta. 12+16.74

-WARD- PT Sta. 29+51.63

-WARD_WALL- PT Sta. 16+34.53

-WARD_WALL- PC Sta. 17+34.74

-WARD- PC Sta. 31+96.98

-Y13- PC Sta. 11+23.57

-WARD_WALL- PT Sta. 23+78.98

-Y13- PT Sta. 16+51.18

-WARD- PT Sta. 45+94.81

25+00 -WARD-

15+00 -Y14-

20+00 -Y14-

20+0

0 -WARD_

WALL-

15+00 -WARD_WALL-

15+00 -

L-

20

+00 -

L-

25

+00 -

L-

30

+00 -

L-

35

+00 -

L-

40

+00 -

L-

45

+00 -

L-

50

+00 -

L-

55

+00 -

L-

60

+00 -

L-

65

+00 -L-

-L- PC Sta. 10+79.50

-L- PT Sta. 13+20.52

-L- PC Sta. 63+86.70

TES TE

S

TES

TES

TES

TES

TES

TES

TESTES

TESTES