MATCH LINE -L- STA 75+00 SEE 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 PRESENT ADT FUTURE ADT PROPERTY LINES EXISTING TRAFFIC SIGNAL PROPOSED TRAFFIC SIGNAL PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, AND UTILITY) DESIGN PUBLIC HEARING MAP PROJECT 39017.1.1 (U-3465) ROLL 1 OF 3 c:\ncdot_v8_workspace C:\NCDOT_V8_WORKSPA NCDOT RDU PLOT CONTROL DATA: 0’ 100’ 200’ 50’ 100’ (ENGLISH) 3:1 MAX. C L 3:1 MAX. -L- (RAY ROAD) HARNETT COUNTY DESIGN PUBLIC HEARING MAP HARNETT COUNTY PROJECT 39017.1.1 (U-3465) ROLL 1 OF 3 DESIGN PUBLIC HEARING MAP HARNETT COUNTY PROJECT 39017.1.1 (U-3465) F. A. PROJECT STP-1121(9) ROLL 1 OF 3 F. A. PROJECT STP-1121(9) NAD 83/95 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 PRESENT ADT FUTURE ADT PROPERTY LINES EXISTING TRAFFIC SIGNAL PROPOSED TRAFFIC SIGNAL PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, AND UTILITY) 0’ 100’ 200’ 50’ 100’ (ENGLISH) F. A. PROJECT STP-1121(9) 0.02 0.02 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 NAD 83/95 EXISTING TRAFFIC SIGNAL TO BE REMOVED EXISTING TRAFFIC SIGNAL TO BE REMOVED CONC BST C&G C&G C&G CONC SOIL C&G C&G S CONC S CONC C&G C&G C&G BST CONC C&G C&G SOIL C&G C&G SR 1121 RAY RD BST 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 PUMP STA CONC PUMP STA CONC CONC BST CONC CONC CONC CONC CONC CONC S BST CONC BST BST CURB BST CURB BST CURB BST CURB C&G C&G C&G C&G BST BST BST BST CURB BST CURB S CONC 72" CHL & 3SBW BST CONC CONC CONC BST CURB BST CURB BST CURB BST CURB BST CURB BST BST BST C&G C&G CONC BST CURB BST BST BST BST CONC CONC S CONC 10’ CHL CONC C&G C&G BST BST CONC BST BST S BST CURB BST CURB CONC CONC C&G CONC CONC BST 2 GAS PUMPS U/MTL CANOPY CONC FILLER CAPS SOIL CONC ANTENNA BST BST SR 1121 RAY RD BST CONC C&G C&G C&G 36" PVC RAIL CONC BST CURB CONC CONC SOIL CONC CONC CONC CONC CONC BST CURB BST C&G C&G BST BST S CONC 36" CHL CONC CONC GR CONC S BST 60" CHL CONC BST BST 72" CHL 72" CHL CONC SOIL BST CONC SOIL CONC CONC C&G C&G C&G CONC CURB CONC CURB BST BST S CONC CURB BST CONC CONC CONC STONE CROSS DR BST BST BST BST MTL MTL CONC CONC SOIL MTL 48" WD RAIL 48" WD RAIL BST BST BST MTL MTL SR 1121 RAY RD BST CONC SOIL SOIL CONC CONC BST BST BST BST 48" CHL CONC GENA LN GR W SOIL S CONC CONC MACK WEST LN SOIL CONC GR 60" CHL S S SOIL LYNX LN GR S GR CONC S CONC CONC CONC SOIL CONC GR CONC CONC SOIL CONC SOIL 24" CONC BST 72" CHL &3SBW HARNETT COUNTY CONC C&G C&G CONC CONC BST C&G C&G S CONC S MTL SR 1120 OVERHILLS RD BST SR 1120 OVERHILLS RD BST CONC 48" WD RAIL CONC CONC RIPRAP BST CURB BST CURB GR BST BST S S S RIPRAP W W GR GR BST 96"CHL 96" CHL 36" WD RAIL SOIL GR GR GR CONC CONC W CONC CONC 48" CHL CONC S SOIL BST SR 1120 BLALOCK RD BST SR 1120 BLALOCK RD BST CONC CONC CONC CONC GR CONC CONC CONC CONC CONC 36" PVC RAIL CONC 60" CHL CONC CONC CONC S 35%%d 46’ 31.5" E S 9%%d 33’ 56.6" E S 3%%d 28’ 35.6" W S 14%%d 36’ 37.7" W POT Sta. 5+00.00 PC Sta. 28+49.29 PT Sta. 35+35.46 PC Sta. 43+84.87 PT Sta. 52+95.39 PC Sta. 58+44.00 PT Sta. 63+29.81 PC Sta. 74+25.02 F F F F F F F F F F F F F F C C C C C C C C F C C F F C F F C F C F C C C C C F C F C C F C F F F F C F C C C F F C F C F F F F C F F C C HTR HTR 1SBKAPT 1SBKAPT 1SBKAPT S 1SBKAPT HTR HTR HTR HTR HTR 1SBKAPT 1SBKAPT S G 2SBLKBUS 1SBKBUS 1SBLKBUS 1SBLKBUS 1SBKBUS 1SBKAPT 1SBKAPT 1SBKAPT CONC BLK WALL 1SBKAPT S S S HTR HTR S S 1SBKD HTR (ABAND) S HTR HTR S HTR S S HTR S HTR HTR 1SBLKBUS 1SBLKBUS HTR (ABAND) 1SBLKBUS WD CAN 1SFD 1SFD 2SBKBUS 1SBKBUS S HTRBUS S 1SBLKBUS 1SBLKBUS MTL G HTR HTR HTR 1SFD 2SBK ANDERSON CREEK FIRE & EMS HTR 1SFD GBUS HTR -L- SR 1121 RAY ROAD AT SR 1120 OVERHILLS ROAD 500 833 2012 ADT 2032 ADT 1000 1667 11.5’ 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 9 PM (4,1) 65 9 PM (4,1) 65 9 PM (3,1) 65 60 PM (2,1) 10 60 PM (2,1) 10 10’ 2’ 14’ 26’ 12’ 23’ 11.5’ 0.75’ 26’ 12’ 14’ 2’ 10’ 6050 2012 ADT 2032 ADT 125 208 3750 7584 3875 7792 2875 6125 6900 12900 4025 6775 10825 20243 10825 20243 375 625 -Y6- NORTHPOINT ROAD 625 1042 11700 21700 1125 1875 -Y5- NORTHPOINT ROAD 1625 2708 -L- SR 1121 RAY ROAD AT NORTHPOINT ROAD -Y1- SR 1120 BLALOCK ROAD -Y3- SR 1120 OVERHILLS ROAD -L- SR 1121 RAY ROAD -L- SR 1121 RAY ROAD 9675 19593 9 PM (3,1) 65 WARD SARAH F GRITZ JANET W & HUSBAND BBC ENTERPRISES WELLONS FLORENCE C WS/AC LLC DOVE RIDGE HOMEOWNERS ASSOC UNITED STATES OF AMERICA WELLONS FLORENCE C RAY WATSON ELMON HOLDER DAYTON W & WIFE LYNCH CLIFFORD & WEST MARK DAVID SMITH NARVIL L SR & WIFE JOHNSON CHARLEY E CLASSIC TRANSMISSION AND AUTO HAIRE CAROLYN WESTBROOK ALLEN D & WIFE WELLONS FLORENCE C WELLONS W S REALTY 1 1 ROLLING SPRINGS WATER COMPANY WEST MACK & WIFE 2 2 HINSLEY MARIE P WELLONS FLORENCE C 3 3 4 4 WELLONS FLORENCE C 5 5 HASAPIS TASOS & WIFE HARNETT COUNTY HARNETT COUNTY HARNETT COUNTY HARNETT COUNTY ANDERSON CREEK VOLUNTEER FIRE WELLONS FLORENCE C WELLONS FLORENCE C 6 6 CAROLINA TELEPHONE & TELEGRAPH WELLONS FLORENCE C ANDERSON CREEK INVESTMENTS LLC WS/AC LLC ANDERSON CREEK CAPITAL LLC ANDERSON CREEK CAPITAL LLC ANDERSON CREEK CAPITAL LLC ANDERSON CREEK CAPITAL LLC WESTERN MEDICAL GROUP BOONE TRAIL MEDICAL CENTER HARNETT COUNTY OF 7 7 SOUTH CENTRAL WATER & SEWER ANDERSON CREEK PARTNERS LP UNITED STATES OF AMERICA HARNETT COUNTY HUGHES EDWARD M & ANDERSON CREEK PARTNERS LP WELLONS W S CORPORATION WELLONS FLORENCE C HARNETT COUNTY WINCOR PROPERTIES LLC WELLONS FLORENCE C 5 10 15 20 25 30 40 45 50 55 60 65 70 75 PI Sta 60+87.67 D = 11%%d 08’ 02.1" (RT) D = 2%%d 17’ 30.6" L = 485.81’ T = 243.67’ R = 2,500.00’ -L- PI Sta 48+42.10 D = 13%%d 02’ 32.2" (RT) D = 1%%d 25’ 56.6" L = 910.52’ T = 457.24’ R = 4,000.00’ PI Sta 31+98.48 D = 26%%d 12’ 34.9" (RT) D = 3%%d 49’ 11.0" L = 686.17’ T = 349.19’ R = 1,500.00’ -L- 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- 60’ 65 75’ 80’ 50’ 50’ 50’ 50’ 50’ 50’ 50’ 50’ 50’ 50’ 58’ 55’ 55’ 50’ 50’ 55’ 55’ 80’ 62’ 62’ 50’ 62’ 62’ 50’ 45’ 45’ 50’ 50’ BEGIN TIP PROJECT U-3465 -L- STA 6+00.00 TO SR 1117 62’ 62’ 50’ 62’ 62’ -L- SR 1121 RAY ROAD -Y1- SR 1120 BLALOCK ROAD -Y2- STONE CROSS DRIVE -Y4- -Y3- SR 1120 OVERHILLS ROAD -L- SR 1121 RAY ROAD -L- SR 1121 RAY ROAD -Y5- NORTHPOINT ROAD OVERHILLS ELEMENTARY SCHOOL OVERHILLS MIDDLE SCHOOL OVERHILLS HIGH SCHOOL OVERHILLS HIGH SCHOOL 50’ EXIST. EXIST. EXIST. 50’ EXIST. 50’ FOR EMERGENCY USE ONLY DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS