1
WEXFORD PARK CABOT CENTER LINVILLE SHOPPING CENTER HARMON MILL T I M B E R V I E W D R TIMBERVIEW DR US 421/I-40 BUS B I G M I LL F A RM RD B I G M I LL F A RM RD HA R M ON CR EE K R D US 421/I-40 BUS KOHL’S STAPLES WALMART TARGET FITNESS TRIANGLE MILL HARMON HI GH CREE K CT HA R M ON R I DG E L N O L D W I N S T ON R D HO P K I NS RD O L D WI N S T O N R D HA RM ON M I LL RD CRA NF I LL F A RM RD B I RCHRI DG E DR K RI S T I LE N CT RA I NS DAV I S DR LION FOOD KERNERSVILLE CENTER AT THE FITNESS S . M A I N S T R EET S M I T H CR EE K S M I T H CR EE K LAKE UPPER ANGEL B E NT CREE K T RL B I G M I LL F A RM RD 200 100 50 0 100 PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION (ENGLISH) PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION (ENGLISH) 200 100 50 0 100 PUBLIC MEETING MAP FORSYTH COUNTY TIP PROJECT U-5760 IMPROVEMENTS AND INTERCHANGE HOPKINS ROAD/BIG MILL FARM ROAD S A T O F N R T C R O I N A T E O H A L O I A R T M E N S P R T A T O N T F D E P O T R A N INTERCHANGE ALTERNATIVE A EXISTING ROADWAY EXISTING TRAFFIC SIGNAL PROPOSED TRAFFIC SIGNAL POTENTIAL IMPACT AREA PROPERTY LINES LEGEND PROPOSED ROADWAY EXISTING ROADWAY EXISTING TRAFFIC SIGNAL PROPOSED TRAFFIC SIGNAL POTENTIAL IMPACT AREA PROPERTY LINES LEGEND PROPOSED ROADWAY 2040 ADT -L- BIG MILL FARM RD -L- HARMON CREEK RD US 421/I-40 BUS -Y1- US 421/I-40 BUS -Y1- 9400 400 2600 77900 75200 300 800 7500 DUAL = 2% TTST = 1% DIR = 60% DHV = 10% DUAL = 3% TTST = 4% DIR = 65% DHV = 9% DUAL = 2% TTST = 1% DIR = 65% DHV = 9% DUAL = 3% TTST = 4% DIR = 60% DHV = 9% M A T C H L I N E - L - S T A 45 + 00 ( S EE R O LL3 ) C L TYPICAL SECTION 11.5’ 2’ 4.5’ 0.5’ 0 . 02 0 . 02 0 . 02 GROUND EXISTING SW 5’ W I T H C U RB & GU TTE R , B I K EL AN E S , AND S I D E W A L K S 4 L AN ED I V I D E D ( 23 ’ R A I S E D M E D I AN ) 11.5’ 2’ 0.5’ 0 . 02 0 . 02 0 . 02 GROUND EXISTING SW 5’ POINT GRADE ROLL 1 OF 3 4.5’ -L- BIG MILL FARM ROAD 60’ 60’ GROUND EXISTING 12’ 30’ 6 : 1 2 : 1 SLOPES VAR. 12’ 12’ 12’ 12’ 12’ 12’ FO R FI LL S HI NG E PO I N T FO R C U T S HI NG E PO I N T 6 : 1 4 : 1 2 : 1 18’ 6’ 10’ SLOPES VAR. GROUND EXISTING 6 : 1 36’ FDPS 10’ 15’ W/GR 12’ POINT CROWN POINT CROWN 15’ 10’ E X I S T E X I S T E X I S T -Y1- I-40 BUS FDPS 5’ 0 . 02 0 . 0 2 0 . 02 36’ E X I S T FDPS 5’ FDPS 10’ 0 . 02 0 . 02 0 . 02 E X I S T 10’ E X I S T 15’ TYPICAL SECTION 6 L AN ED I V I D E D W I T H P AV E D S HOU L D E R S -L- STA. 13+30.00 (ALT A) BEGIN TIP PROJECT U-5760 C L -Y1- STA. 104+35 (LT) TIE TO TIP PROJECT U-2579B -Y1- STA. 112+68 (RT) TIE TO TIP PROJECT U-2579B 12’ 12’ LANE BIKE 4’ LANE BIKE 4’ 12’ 12’ PROPOSED GRASS MEDIAN SIDEWALK, AND CURB & GUTTER PROPOSED STRUCTURES, ISLANDS, PROPOSED GRASS MEDIAN SIDEWALK, AND CURB & GUTTER PROPOSED STRUCTURES, ISLANDS, -Y1- STA. 171+07 (RT) US 421/I-40 BUS WIDENING TIE TO FUTURE -Y1- STA. 177+33 (LT) US 421/I-40 BUS WIDENING TIE TO FUTURE EXISTING BUILDING EXISTING BUILDING
