WL B W L B W L B WL B W L B W L B W L B W L B WL B W L B W L B W L B WL B W L B WL B W L B W L B WLB W L B WL B WL B W L B WLB W L B W L B WL B WL B W L B W L B W L B WL B W L B WL B W L B WL B W L B W L B WL B W L B W L B WL B W L B W L B W L B W L B W L B W L B W L B W L B W L B W L B W L B W L B W L B WL B W L B W L B W L B WL B W L B WL B W L B W L B W L B W L B W L B WL B WL B W L B C C C F F F C C C C C C C C C F C F C C F F F F F F F F F C C F F C C C C C C C C C C C C C C C C C C C C C F F F F F F F F F F F F F F F C F C F F F F F F C F F C F F F F F F C F C C C C C C F C F F F F C F C C F F F F F F C C F C C C C C C C F F F F F C F C C C C C C F F F F F C C C C TE S TE S TE S TE S TE S TE S TE S TE S TES TES TL-3 GREU 350 TL-3 GREU 350 AT-1 A T - 1 GR E U TL - 3 GR E U TL - 3 G R E U TL - 3 G R E U TL - 3 G R E U TL - 3 G R E U TL - 3 GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-3 T Y P E -III T Y P E -III T Y P E -III T Y P E -III 70 2 0 ' 2 4 ' 2 0 ' 52 ' F- F 52 ' F- F 28 ' F - F 200 ' 12 0 ' 160 ' 1 50 ' 100 ' 160 ' 6 ' x 7 ' RCBC P R O P O S E D 138 ' 5 ' S I D E W A L K 5 ' S I D E W A L K 5 ' S I D E W A L K G REEN S BO RO G R EE N S B O R O SENIOR MIDDLE SCHOOL OTIS L HAIRSTON O ' FERRELL S T . 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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. 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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. 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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