v v COMBINED PUBLIC HEARING MAP PROJECT 34844.1.1 (U-2704B) MECKLENBURG COUNTY COMBINED PUBLIC HEARING MAP PROJECT 34844.1.1 (U-2704B) MECKLENBURG COUNTY COMBINED PUBLIC HEARING MAP PROJECT 34844.1.1 (U-2704B) MECKLENBURG COUNTY LEGEND P L 0000 0000 TO BE REMOVED EXISTING STRUCTURES, ISLAND, CURB AND GUTTER PROPOSED STRUCTURES, ISLAND, CURB PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY EXISTING ROADWAY ALL EASEMENTS PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY BUILDINGS TO BE REMOVED AND GUTTER LAKES, RIVER, STREAMS AND PONDS UTILITY EASEMENT PROPOSED CONTROL OF ACCESS EXISTING CONTROL OF ACCESS PRESENT ADT FUTURE ADT PROPERTY LINES BOYER STREET - LOCAL MAX. SUPERELEVATION = 0.04 EXISTING TRAFFIC SIGNAL DESIGN SPEED = 40 MPH FUNCTIONAL CLASS = TO BE RETAINED EXISTING STRUCTURES, ISLAND, CURB AND GUTTER HISTORIC PROPERTY PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION DO NOT USE FOR R/W ACQUISITION INCOMPLETE PLANS WILKINSON BOULEVARD (US74 / 29) & BILLY GRAHAM PKWY (SR 5901) AREA IMPROVEMENTS IN CHARLOTTE WILKINSON BOULEVARD (US74 / 29) & BILLY GRAHAM PKWY (SR 5901) AREA IMPROVEMENTS IN CHARLOTTE WILKINSON BOULEVARD (US74 / 29) & BILLY GRAHAM PKWY (SR 5901) AREA IMPROVEMENTS IN CHARLOTTE GRADE POINT POINT PROFILE GRADE POINT GRADE POINT C L C L C L C L C L -L- -L- -Y2- -Y- POINT PROFILE PI Sta 13+01.54 = 16^ 08’ 29.4" (RT) D D = 4^ 05’ 33.2" L = 394.41’ T = 198.52’ R = 1,400.00’ PI Sta 13+16.53 = 10^ 30’ 27.9" (LT) D D = 6^ 21’ 58.3" L = 165.06’ T = 82.76’ R = 900.00’ PI Sta 26+30.14 = 34^ 39’ 44.6" (LT) D D = 10^ 08’ 27.0" L = 341.81’ T = 176.32’ R = 565.00’ PI Sta 30+22.31 = 43^ 43’ 17.0" (RT) D D = 10^ 08’ 27.0" L = 431.14’ T = 226.68’ R = 565.00’ SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS -L- -Y2- PI Sta 26+17.37 = 16^ 57’ 00.0" (RT) D D = 1^ 00’ 00.0" L = 1,695.00’ T = 853.74’ R = 5,729.58’ PI Sta 21+07.33 = 136^ 45’ 41.8" (RT) D D = 15^ 00’ 00.3" L = 911.74’ T = 963.80’ R = 381.97’ PI Sta 24+01.95 = 29^ 16’ 28.0" (LT) D D = 13^ 59’ 59.5" L = 209.11’ T = 106.89’ R = 409.26’ PIs Sta 11+65.10 s = 1^ 30’ 28.0" F Ls = 200.00’ LT = 133.34’ ST = 66.67’ PI Sta 16+26.69 = 11^ 52’ 00.4" (RT) D D = 1^ 30’ 28.0" L = 787.03’ T = 394.93’ R = 3,800.00’ PIs Sta 21+07.62 s = 0^ 44’ 59.8" F s = 1^ 30’ 28.2" F Ls = 200.00’ LT = 111.20’ ST = 88.82’ PI Sta 24+43.72 = 3^ 22’ 22.1" (RT) D D = 0^ 45’ 00.0" L = 449.71’ T = 224.92’ R = 7,639.44’ PIs Sta 27+35.17 s = 0^ 45’ 00.0" F Ls = 200.00’ LT = 133.33’ ST = 66.67’ PI Sta 19+50.75 = 9^ 04’ 10.1" (RT) D D = 1^ 47’ 25.8" L = 506.53’ T = 253.80’ R = 3,200.00’ -Y- -Y1- -SBL- -Y3- POTSta. 39+41.64 TSSta. 10+31.76 -SBL- 35 -L- POT Sta. 10+00.00 = -Y1- POT Sta. 26+08.07 -Y1- POT Sta. 10+00.00= -SBL- POC Sta. 13+70.83 -Y2- POT Sta. 15+59.01 = -SBL- POT Sta. 29+76.80 -SBL- -SBL- -L- POT Sta. 35+42.87= -Y3- POT Sta. 15+70.66 -L- PCSta. 12+33.77 -L- PTSta. 13+98.83 -L- PCSta. 24+53.83 -L- PRCSta. 27+95.63 -L- PTSta. 32+26.78 -Y2- PTSta. 14+97.43 -Y2- PCSta. 11+03.02 -Y- PCSta. 17+63.64 -Y- PTSta. 34+58.64 -Y1- PCSta. 22+95.06 -Y1- PTSta. 20+55.27 -Y1- PTSta. 25+04.16 -Y1- PCSta. 11+43.53 -SBL- SCSta. 12+31.76 -SBL- CSSta. 20+18.80 -SBL- SCSta. 22+18.80 -SBL- CSSta. 26+68.50 -SBL- STSta. 28+68.50 -SBL- POTSta. 39+61.21 -Y3- PCSta. 16+96.95 -Y3- PTSta. 22+03.49 POTSta. 10+00.00 -Y2- POTSta. 10+00.00= -L- POTSta. 15+90.00 1 - 6X8 BARREL C C C F C C F C C C F F C C F F C F F F F C F C F F C C C F F C C C F F F F C C F F F F C C C F C C F F C F C C F F C C F F F F F F F F F C C C C C C F F F F C C C C F F F F F F F F F F F F F C F F F F F C F F C F F F F F F F F C C F F C F C F F F C C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A TO I - 77 TO UPTOWN CHARLOTTE BEGIN CONSTRUCTION -Y1- POT STA. 10+30.00 BEGIN CONSTRUCTION -Y- POT STA. 17+50.00 END CONSTRUCTION -Y- POT STA. 38+34.50 END TIP PROJECT U-2704B -L- POT STA. 35+24.85 3775 4430 3000 10670 2675 12300 3350 2150 4169 7775 4169 7775 1925 8300 788 1400 3600 4325 34275 41650 1075 6100 1638 3600 2009 ADT 2030 ADT 34219 42775 3550 4300 3650 4350 2700 <100 2750 7700 -L- POT STA 10+00.00 = -Y1- POT STA 26+08.07 BEGIN TIP PROJECT U-2704B 30+00 35+00 PROPOSED BOYER ST EXT -L- 48’ 68’ 88’ 103’ 103’ 92’ 80.5’ -Y- US 74 (WILKINSON BLVD) 64’ 4’ 64’ 4’ 4’ 52’ 40’ 12’ 16’ 52’ 36’ 36’ 4’ TRAFFIC DIAGRAM 2009 ADT 2030 ADT TRAFFIC DIAGRAM BOYER ST. 4600 7100 2163 1400 1700 1300 3900 250 34750 45100 33994 42775 4557 4250 3938 775 2009 ADT 2030 ADT TRAFFIC DIAGRAM BOYER ST. OLD DOWD RD. 4544 8100 4557 4250 2009 ADT 2030 ADT TRAFFIC DIAGRAM WILKINSON BLVD. BOYER ST. BOYER ST. WILKINSON BLVD. 16400 4544 8100 15675 37520 2009 ADT 2030 ADT TRAFFIC DIAGRAM I-85 SERVICE RD. I-85 SERVICE RD. BOYER ST. EXT. 3600 4325 3875 2725 END CONSTRUCTION -SBL- POT STA. 37+80.00 WITHROW RD -Y2- -Y- US 74 (WILKINSON BLVD) SR 5901 BOYER ST. WITHROW RD. SR 5901 BOYER ST. -Y3- SCOTT FUTTRELL DR -SBL- SR 5901 / BILLY GRAHAM PKWY- / BILLY GRAHAM PKWY- -SBL- SR 5901 4’ 20+00 15+00 25+00 -Y1- BOYER ST OLD DOWD RD. I-85 NBL I-85 SBL BOYER ST / BILLY GRAHAM PKWY- -NBL- SR 5901 MULBERRY CHURCH RD MULBERRY CHURCH RD -NBL- SR 5901 / BILLY GRAHAM PKWY- EDWIN R. McCOY, III, et al. DEREK D. BARKER IRREVOCABLE TRUST CHARLES L. HELTON CROWN CENTRAL PETROLEUM CORPORATION EDWIN R. McCOY, III, et al. ANNIE McCOY BRADFORD EUNICE WATSON McCOY EUNICE WATSON McCOY JAMES A. WORTHY FLORIAN BALAJ CHARLES A. VENUTO, LIVING TRUST FRANK J. UPCHURCH, SR. & PATRICIA U. O’NEILL, TRUSTEES FLORIAN BALAJ MOREHEAD PROPERTIES, INC. THE CHARLOTTE-MECKLENBURG BOARD OF EDUCATION J.C. BROOKSHIRE K & K INVESTMENTS BHUPEUDRA M. SHAH LARRY D. ALMOND GARY LEE WALKER, et al. AIRPORT WAREHOUSE AT CHARLOTTE, LLC HILDRETH M. LUNA HILDRETH M. LUNA, TRUSTEE COFFEY’S BODY SHOP JERRY W. WITHROW, et al. CITY OF CHARLOTTE BILLY GRAHAM PARKWAY PARTNERS PARKWAY SYSTEMS, LLC CITY OF CHARLOTTE A. L. HARGETT CITY OF CHARLOTTE TOMMY LEE CARVER, JR. CITY OF CHARLOTTE CITY OF CHARLOTTE EQUISTAR CHARLOTTE COMPANY, LLC WADE G. GOIN EQUISTAR CHARLOTTE COMPANY, LLC EQUISTAR CHARLOTTE COMPANY, LLC BGP PARTNERS II LIMITED PARTNERSHIP CITY OF CHARLOTTE CITY OF CHARLOTTE R & H REALTY CO. ROBERT WILLIAM HEFFNER JERRY W. WITHROW, et al. CITY OF CHARLOTTE CITY OF CHARLOTTE MADHUSUDAN B. MEHTA HARRY LEE PAYNE BNY WESTERN TRUST COMPANY UNDER TOSCO TRUST NO. 1999-C JOHN W. BYRD, SR. BGP PARTNERS II LIMITED PARTNERSHIP HISTORIC PROPERTY VON PATEL H. MICHAEL McCOY, et al. HISTORIC PROPERTY BLANCHE ROSS KILLOUGH ELVERSON C. HORNE, JR. JONATHON D. HORNE DOUGLAS E. COFFEY CITY OF CHARLOTTE JOYCE L. JAMIESON, et al. I-85 NBL I-85 SBL SCOTT FUTTRELL DR SCOTT FUTTRELL DR .02 .02 VAR. 2:1 TO 6:1 .02 .02 1:1 VAR. 2:1 TO 6:1 VAR. 2:1 TO 6:1 2’ .02 12’ 10’ 2’ 10’ VAR. 2:1 TO 6:1 1:1 VAR. 2:1 TO 6:1 VAR. 2:1 TO 6:1 2’ 12’ 12’ 10’ 2’ 10’ 12’ 4’ 12’ MONO. ISLAND EXISTING PAVEMENT 12’ VAR. 12’ TO 28’ .02 .02 .02 .02 .02 11’ 11’ 11’ 11’ 11’ 11’ EXISTING PAVEMENT PAVEMENT EXISTING VAR. 2:1 TO 6:1 10’ .02 2’ 2’ 10’ .02 VAR. 2:1 TO 6:1 12’ .02 .02 VAR. 0’ TO 12’ VAR. 4’-12’ MONO. ISLAND 12’ 4’ .08 2’ FDPS 2’ FDPS 8’ 11’ W/GR 8’ 11’ W/GR VAR. 2:1 TO 6:1 1:1 VAR. 2:1 TO 6:1 1:1 VAR. 2:1 TO 6:1 1:1 VAR. 2:1 TO 6:1 .08 VAR. 2:1 TO 6:1 VAR. 2:1 TO 6:1 6:1 6:1 EXIST. MEDIAN 6’ 10’ 18’ 10’ 8’ FDPS 24’ EXISTING VARIABLE SLOPE 8’ VC 12’ PAVEMENT 6:1 VARIABLE SLOPE TYPICAL SECTION BOYER ST. DUAL LEFT TURNS TYPICAL SECTION BOYER ST. CENTER TURN LANE TYPICAL SECTION WITHROW RD. 12’ 2:1 1:1 TYPICAL SECTION WILKERSON BOULEVARD (US 29 / 74) TYPICAL SECTION BILLY GRAHAM PKWY (SR 5901) SB LANES 70’ 45’ 90’ 90’ 45’ 60’ 75’ 75’ 130’ 135’ 70’ 60’ 45’ 65’ 65’ 150’ 130’ 130’ 30’ 140’