P L P L P L P LPL MATCH LINE P LP L PL P L P LP LP ... - NCDOT · d d d d d d d d d d d d d d d d d...
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D D D D D D D D D D D D D D D D D D D F D F D D D D D D F D F C L GRADE POINT GRADE POINT 2004 2025 ADT 14,900 448 100- 100 14,300 TRAFFIC DIAGRAM NEWTON COLE RD. 464 800 9680 700 2004 2025 ADT 14,300 100- 100 116 200 14,200 132 TRAFFIC DIAGRAM 300 9580 9680 US 221 US 221 SR 2308 NORTH WOODLEAF RD. 2004 2025 ADT 14,300 332 500 332 500 14,300 664 TRAFFIC DIAGRAM 1000 9680 9680 US 221 SR 2152 MORNINGSTAR LK. RD. SR 1138 2004 2025 ADT 15,600 116 200 216 300 15,500 332 TRAFFIC DIAGRAM 500 US 221 SR 2236 2004 2025 ADT 15,500 216 300 564 900 14,900 780 TRAFFIC DIAGRAM 1200 US 221 SR 2289 ROBBINS DR. BROOKMONT AVE. 2004 2025 ADT 16,300 664 216 300 15,600 TRAFFIC DIAGRAM 880 1300 1000 US 221 SR 1139 TOM’S LAKE RD. 11,008 2004 2025 ADT 17,200 200 200 700 700 16,300 900 TRAFFIC DIAGRAM 900 US 221 SR 2164 TANNERS GRV. RD. 11,572 11,008 10,112 10,112 10,460 10,460 10,560 10,560 ADT 6292 9400 132 300 9700 5412 US 221 SR 2169 OAKLAND RD. 11,572 8100 2004 2025 ADT 780 548 800 780 1200 996 1500 3436 TRAFFIC DIAGRAM 3884 5900 5200 5412 5428 1200 US 221 BETHANY CH. RD. SR 2213 SR 1148 8100 8200 SHILOH RD. 2004 2025 ADT 332 116 200 TRAFFIC DIAGRAM 448 700 5428 5644 500 US 221 BONG RANCH RD. SR 1150 8200 8500 C L GRADE POINT 2004 2025 ADT 11,200 1128 1244 2000 2256 3600 448 700 9456 7532 5644 7336 1800 US 221 US 74 BYPASS TRAFFIC DIAGRAM 11,900 15,000 8500 2004 2025 ADT 11,600 100- 216 300 448 700 100- 100 664 100- 7336 7568 100 US 221 TRAFFIC DIAGRAM SR 2171 200 1000 11,200 SR 2171 BURCH HUTCHINS RD. US 221 PROJECT 34400.1.1 (R-2233A) TO US 74 BYPASS F. A. PROJECT NHF-221(9) RUTHERFORD COUNTY PROJECT 34400.1.1 (R-2233A) TO US 74 BYPASS F. A. PROJECT NHF-221(9) RUTHERFORD COUNTY PROJECT 34400.1.1 (R-2233A) TO US 74 BYPASS F. A. PROJECT NHF-221(9) RUTHERFORD COUNTY FUNCTIONAL CLASS. = ARTERIAL DESIGN SPEED = 60 mph MAX. SUPERELEV. = 0.06 Partial Control of Access is defined as one access point per parcel. For properties with large road frontage (for example 2,000 feet or more) an additional access point may be considered. For properties that have alternative access (such as via a side road) access to US 221 may be eliminated. DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS COMBINED PUBLIC HEARING MAP COMBINED PUBLIC HEARING MAP COMBINED PUBLIC HEARING MAP 2004 2025 ADT 14,200 548 100- 100 116 200 100- 100 13,400 132 TRAFFIC DIAGRAM BRIDGES FARM RD. 564 900 300 9032 9580 800 US 221 SR 2150 SR 2150 2004 2025 ADT 13,300 100- 100 448 700 12,700 464 TRAFFIC DIAGRAM 800 8584 9016 US 221 SR 2215 HENSON DR. 232 216 300 448 700 9032 400 US 221 SR 1118 13,400 HOPPER RD. ROLL 3 OF 3 ALT 1 & ALT 2 ROLL 3 OF 3 ALT 1 & ALT 2 ROLL 3 OF 3 ALT 1 & ALT 2 0’ 400’ 200’ 100’ 200’ ENGLISH -L- -L- LEGEND 2025 2004 EXISTING STRUCTURES, ISLAND, CURB TO BE REMOVED TO BE RETAINED EXISTING STRUCTURES, ISLAND, CURB AND GUTTER PROPOSED STRUCTURES, ISLAND, CURB TEMPORARY ROADWAY / DETOURS 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 AND GUTTER LAKES, RIVER, STREAMS AND PONDS RAILROAD RIGHT OF WAY UTILITY EASEMENT CEMETERIES EXISTING CONTROL OF ACCESS PRESENT ADT FUTURE ADT PROPERTY LINES P L PROPOSED PARTIAL CONTROL OF ACCESS PROPOSED CONTROL OF ACCESS LEGEND 2025 2004 EXISTING STRUCTURES, ISLAND, CURB TO BE REMOVED TO BE RETAINED EXISTING STRUCTURES, ISLAND, CURB AND GUTTER PROPOSED STRUCTURES, ISLAND, CURB TEMPORARY ROADWAY / DETOURS 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 AND GUTTER LAKES, RIVER, STREAMS AND PONDS RAILROAD RIGHT OF WAY UTILITY EASEMENT CEMETERIES EXISTING CONTROL OF ACCESS PRESENT ADT FUTURE ADT PROPERTY LINES P L PROPOSED PARTIAL CONTROL OF ACCESS PROPOSED CONTROL OF ACCESS Minimum 900 FT. Minimum 900 FT. 1,300 FT. DESIRED 1,300 FT. DESIRED DIRECTIONAL CROSSOVER AND OFFSET LEFT-TURN DETAIL IF NEEDED, RIGHT-TURN LANE LENGTHS DETERMINED BY TRAFFIC VOLUMES NOTE: DO NOT PLACE U-TURN KNUCKLES IN WETLANDS OR RIGHT-OF-WAY SENSITIVE AREAS FULL CONTROL OF ACCESS WHERE POSSIBLE FULL CONTROL OF ACCESS WHERE POSSIBLE US 221 FROM THE SOUTH CAROLINA STATE LINE US 221 FROM THE SOUTH CAROLINA STATE LINE US 221 FROM THE SOUTH CAROLINA STATE LINE P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P P P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P P L P L P L L P L P L P L P P P L P P L P L L P L L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L L P L P L P L P L P L L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L L P P L P L P L P L P L P L L P L P L P L P P L P L P L L P P L P L P L P L P L L P P L P P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P P L L P P L P L P L P L P L P L P L P L P L P L P P L P L L P L P L P L P L P L P L P L L L P L P P L P L P L P L P L P L P L P L P P P L P L P P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P P L P P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P P P L P L P L P P L P P L P L P L P L P L P L P L P L P L L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P P L P L P L P L P L P L P L P L P L P L P L P L P L P P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P P P L L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L L P P P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L JOHN W. MCGUIRE DARIN WADE CHILDERS JOHN B. HENSLEY ROBERT N. TAYLOR DANIELTOWN BAPTIST TRUSTEES LARRY G. SMITH CHARLES E. DAVIS THOMAS J. WILKINS, JR. ALL AMERICAN HOMES OF NC, LLC HUSKEY AND ROBBINS, INC. DONALD STEPHEN WILKINS JAMES LARRY CROWE JAMES B. CROWE JERRY SCOTT HUSKEY DLCL, LLC NANCY S. STROUD MAYSE MANUFACTURING CO. MAX RAY HAMRICK GENE P. FITE FRANK A. LEE JOHN PAUL TOMS TAMMY TONEY SKIPPER TONI REDIFER DORA W. HARRILL MARVIN KLASSEN CECIL L. GEER, III DAMON HUSKEY EDDIE R. MOORE THOMAS J. WILKINS, JR. THOMAS J. WILKINS, JR. NELL R. SCRUGGS DORA W. HARRILL ROBERT WALTER MORROW CARL R. BAYNARD RONALD FAY WILKINS, SR. JOHNNY L. MAYSE WINTERS REAL ESTATE AND INVESTMENT TRADING CORP. PAUL A. CHAPMAN CHRISTOPHER STANLEY HENSON JERRY W. LEE JOE J. WELLS AZALEE H. MOSLEY GRADY C. RHODES MARCUS S. WHITE TORRINGTON COMPANY EMMA B. SPARKS JAMES B. CROWE THOMAS J. WILKINS, JR. THOMAS R. WILKINS WILKINS FURNITURE OUTLET ROBERT LEWIS FRAZIER WORTH NEWTON COLE DAVID MICHAEL MOSLEY G. SUSANNE PRICE GRANT EMIL HARDIN MARTHA TONEY TERESA A. TROTTER MICHAEL BENNETT HAMBY RAYMOND PAYNE MICHAEL W. JONES JUDY EAVES HARDIN NANCY EAVES DILLARD JERRY MAURICE EAVES THOMAS W. WALKER R. WAYNE HARRIS RUTHERFORD COUNTY BOARD OF EDUCATION JUDY B. MCGEE JAMES G. HENSON DANNIE GETTYS DAVID GREEN JAMES A. SKIPPER, SR. CHARLES E. HUNTLEY DAVID WAYNE JACKSON DAVID K. DANIEL ANRG INC. 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 CLARA P. WINTERS 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 129 130 131 132 133 134 135 136 137 EDWARD ZYSKOWSKI ANNETTE H. EAVES JOSEPH DEAN SCOTT CHARLES J. GERVASON RAY PATTERSON TATE JUDITH A. WELLS DELORES MATHERLY LEE ROBBINS, HEIRS MARVIN KLASSEN JOHN HOWARD LEE ROBBINS, HEIRS JOHN W. MEDFORD PUBLIC SERVICE CO. OF NC, INC. SULPHUR SPRINGS CONGREGATIONAL HOLINESS CHURCH TERESA S. HEAD FAYE EVELYN HOPPER JERRY L. THOMPSON CAROLYN OWENBY PRICE ANGELA FOX BALLARD MODINE WEBB HAMRICK ELBERT E. HOLLAND GEORGE C. HUNTSINGER PHILIP SHANER GERALD E. ALLEN GREGORY NORMAN TREVITZ JACK C. RHODES VIRGIL A. BAYNARD MARK RAYMOND COLE ANNIE GREENE COLE BILLY FRANKLIN MELTON JOSE MEFIA WELDON P. BLANTON LARSTON EARL HAMES KAY PREWITT GIVENS FRANCES SARAH ROBBINS THOMAS G. COLLINS, III PAUL A. CHAPMAN MARTHA ANN CHAPMAN TIMOTHY E. BRACKETT SHILOH DANIELTOWN OAKLAND FIRE DEPARTMENT SHIRLEY ANN MARTIN JOHNNY M. BUTLER ROBERT HAL BRIDGES EDWARD ARCHIE COLE SARAH T. WHITAKER ANGELA COLE BAYNARD ALAN LYNN MATHIS TANNERS GROVE UNITED METHODIST CHURCH WILLIAM B. ANDERSON EDNA D. HUNTLEY TOMMY R. LOVELACE PAUL A. CHAPMAN JERRY WAYNE LEE FAYE W. TOWERY WINTERS REAL ESTATE AND INVESTMENT TRADING CORP. SUSAN GRANT DONALD STEPHEN WILKINS EDWARD ARCHIE COLE PEOPLE’S BAPTIST CHURCH THOMAS R. WILKINS MARTIN L. TACKETT SHELBY INVESTMENT COMPANY BOBBY RAY JOHNSON TED DUNCAN WHITE, III MICHAEL EUGENE HENSON LUCILLE W. ROSS 128 HARMONY ANDERSON DAMON HUSKEY JOHNATHAN R. WARD 50 51 52 53 54 55 JAMES KENNETH COLE, JR. THOMAS DWIGHT HAMRICK FRANCES H. HAMRICK RUBY ESTELLE FOWLER SYBIL WALKER PATRICK BRYAN THOMPSON LARRY G. SMITH PATRICK K. SMITH JAMES R. GREENE ROBBINS INVESTMENTS, LLC SADIE R. BRANCH THOMAS W. WALKER, TRUSTEE WINBURN SCOTT BRIDGES WINBURN SCOTT BRIDGES END PROJECT R-2233A -ALT1- POT STA. 592+85.00 v v v v v v v v v CEMETERY v v CEMETERY END SECTION 4 BEGIN SECTION 5 BEGIN SECTION 5 END SECTION 4 v v SR 2164 SR 2169 OAKLAND RD. SR 2213 RAMBLEWOOD DR. SR 2152 MORNINGSTAR LK RD. SR 2171 BURCH HUTCHINS RD. ROYAL BLUE DR. GREEN MEADOWS RD. SR 2308 NORTH WOODLEAF RD. SOUTH WOODLEAF RD. WYCLIFFE RD. SR 1150 BONG RANCH RD. SR 1140 WALKER LN. BAXTER WAY SR 1148 SHILOH RD. BETHANY CHURCH RD. 125’ R/W 125’ R/W SR 1138 NEWTON COLE RD. 100’ R/W 100’ R/W 100’ R/W 100’ R/W 100’ R/W 100’ R/W SR 2289 ROBBINS DR. SR 2236 BROOKMONT AVE. TANNERS GROVE RD. SR 1139 TOM’S LAKE RD. WILKING HALOW US 74 US 74 SR 2171 BURCH HUTCHINS RD. 125’ R/W 125’ R/W US 221 US 221 US 221 US 221 US 221 SR 2290 PEACE DR. SWITZER DR. -ALT1- -ALT1- -ALT1 LT2- -ALT1 RT2- -ALT1- -Y28- -Y28- -RAMPA- -RAMPD- -Y27W- -Y26W- -Y26W- -Y25W- -Y24W- -Y23W- -Y22W- -Y21W- -Y20W- -Y19W- -Y18W- US 221 56 57 58 59 60 61 62 63 64 65 68 69 71 72 66 67 70 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 118 122 123 124 125 126 127 128 129 130 131 125 125 132 133 134 135 136 137 BRIDGES FARM RD. SR 1118 HOPPER RD. SR 2215 HENSON DR. SR 2150 SR 2150 BRIDGES FARM RD. ALMOND DR. -Y17W- -Y17W- -Y15E- 50 50 51 52 53 54 55 125’ R/W 125’ R/W US 221 WEST SIDE WIDENING - 46’ MEDIAN WEST SIDE WIDENING - 46’ MEDIAN WEST SIDE WIDENING - 46’ MEDIAN 6:1 30’ 12’ 12’ 12’ 12’ 15’ 2:1 6’ 6:1 6:1 6:1 2:1 6’ 02 08 08 08 02 08 4’ PAV’D SHLD. 2’ PAV’D SHLD. 2’ PAV’D SHLD. 4’ PAV’D SHLD. 13’ W/GR 13’ W/GR 10’ 10’ 46’ 6:1 30’ 12’ 12’ 16’ 12’ 15’ 2:1 6:1 02 08 02 08 4’ PAV’D SHLD. 4’ PAV’D SHLD. 13’ W/GR 13’ W/GR 2:1 12’ 10’ 10’ MATCH LINE SEE ROLL 2 OF 3 -ALT1- STA. 387+00 C A C A C A C A C A C A PI Sta 564+11.58 = 15^ 21’ 32.0" (LT) D = 5^ 27’ 24.3" L = 281.47’ T = 141.58’ R = 1,050.00’ PI Sta 566+93.05 = 15^ 21’ 32.0" (RT) D = 5^ 27’ 24.3" L = 281.47’ T = 141.58’ R = 1,050.00’ PI Sta 573+42.08 = 15^ 21’ 32.0" (RT) D = 5^ 27’ 24.3" L = 281.47’ T = 141.58’ R = 1,050.00’ PI Sta 576+23.55 = 15^ 21’ 32.0" (LT) D = 5^ 27’ 24.3" L = 281.47’ T = 141.58’ R = 1,050.00’ -L1DET2- PRC Sta. 565+51.47 -L1DET2- PT Sta. 568+32.93 -L1DET2- PRC Sta. 574+81.97 -L1DET2- PCSta. 572+00.50 -L1DET2- PT Sta. 577+63.44 -L1DET2- PC Sta. 562+70.00 -L1DET2- -L1DET2- -L1DET2- -L1DET2- F F C C C C F F C F C F F C C A A C C C A C C A A C A C A C A C A C A C A C A C A C A C A A C A C A C A C A C A C A C C A C A C A C A C A C A C C A A C A C A C A C A C A C A C A C A C A C C A C A A C A C A C A C C A A C C A C C A C A -RAMPD- POT Sta. 14+00.00 -RAMPA- PT Sta. 14+25.34 -RAMPA- POT Sta. 15+00.00 PI Sta 12+55.71 = 33^ 22’ 21.8" (RT) D = 9^ 32’ 57.5" L = 349.48’ T = 179.85’ -RAMPA- CURVE DATA T = 178.75’ L = 249.45’ -Y28- PC Sta. 19+06.18 -Y28- PT Sta. 17+41.18 -Y28- PC Sta. 14+91.74 -Y28- PT Sta. 13+21.74 -Y28- POT Sta. 10+00.00 -Y28- PC Sta. 10+30.00 15+00 20+00 PI Sta 20+49.43 = 71^ 13’ 20.1" (RT) D = 28^ 38’ 52.4" L = 248.61’ T = 143.24’ R = 200.00’ PI Sta 25+13.89 = 70^ 17’ 55.0" (LT) D = 11^ 14’ 04.1" L = 625.74’ T = 359.09’ R = 510.00’ 25+00 -Y28- PT Sta. 27+80.54 -Y28- PRC Sta. 21+54.79 -RAMPA- PC Sta. 10+75.86 -Y18W- POT Sta. 12+60.50 -Y19W- POT Sta. 13+30.10 -Y21W- POT Sta. 12+57.77 -Y22W- POT Sta. 13+58.14 PI Sta 12+75.86 = 40^ 38’ 41.2" (RT) D = 20^ 50’ 05.4" L = 195.08’ T = 101.85’ R = 275.00’ -Y24W- PC Sta. 11+74.02 -Y24W- PT Sta. 13+69.10 -Y24W- POT Sta. 14+15.76 PI Sta 14+12.90 = 39^ 03’ 28.6" (LT) D = 20^ 27’ 46.0" L = 190.87’ T = 99.31’ R = 280.00’ -Y20W- POT Sta. 10+00.00 -Y20W- PC Sta. 13+13.59 -Y20W- PT Sta. 15+04.46 PI Sta 12+71.90 = 11^ 47’ 45.2" (LT) D = 5^ 43’ 46.5" L = 205.88’ T = 103.30’ R = 1,000.00’ -Y25W- POT Sta. 10+00.00 -Y25W- PC Sta. 11+68.60 -Y25W- PT Sta. 13+74.48 PI Sta 12+72.20 = 35^ 54’ 16.3" (RT) D = 11^ 14’ 04.1" L = 319.59’ T = 165.24’ R = 510.00’ PI Sta 17+71.04 = 70^ 21’ 20.2" (LT) D = 28^ 38’ 52.4" L = 245.59’ T = 140.97’ R = 200.00’ PI Sta 22+62.84 = 34^ 29’ 36.5" (RT) D = 20^ 50’ 05.4" L = 165.56’ T = 85.37’ R = 275.00’ PI Sta 26+98.28 = 16^ 34’ 03.0" (LT) D = 14^ 08’ 49.6" L = 117.11’ T = 58.97’ R = 405.00’ -Y26W- POT Sta. 10+00.00 -Y26W- PC Sta. 11+06.96 -Y26W- PT Sta. 14+26.55 -Y26W- PC Sta. 16+30.07 -Y26W- PT Sta. 18+75.66 -Y26W- PC Sta. 21+77.46 -Y26W- PT Sta. 23+43.02 -Y26W- PC Sta. 26+39.31 -Y26W- PT Sta. 27+56.42 -Y26W- POT Sta. 28+18.06 PI Sta 11+65.61 = 5^ 56’ 22.2" (RT) D = 1^ 54’ 35.5" L = 310.99’ T = 155.63’ R = 3,000.00’ -Y27W- POT Sta. 10+00.00 -Y27W- PC Sta. 10+09.97 -Y27W- PT Sta. 13+20.96 -Y27W- CURVE DATA -Y26W- CURVE DATA -Y26W- CURVE DATA -Y26W- CURVE DATA -Y26W- CURVE DATA -Y25W- CURVE DATA -Y24W- CURVE DATA -Y20W- CURVE DATA PI Sta 20+49.43 = 71^ 13’ 20.1" (RT) D = 28^ 38’ 52.4" L = 248.61’ T = 143.24’ R = 200.00’ PI Sta 25+13.89 = 70^ 17’ 55.0" (LT) D = 11^ 14’ 04.1" L = 625.74’ T = 359.09’ R = 510.00’ PIs Sta 423+40.89 s = 0^ 59’ 59.7" Ls = 200.00’ LT = 133.34’ ST = 66.67’ R = 5,730.00’ PIs Sta 436+86.74 s = 0^ 59’ 59.7" ST = 66.67’ PI Sta 534+03.34 = 1^ 27’ 07.0" (RT) D = 0^ 09’ 33.0" L = 912.28’ T = 456.17’ R = 36,000.00’ -ALT1- TS Sta. 422+07.55 -ALT1- ST Sta. 438+20.07 -ALT1- POT Sta. 592+91.78 -ALT1- PC Sta. 529+47.17 -ALT1- PC Sta. 550+19.39 -ALT1- PT Sta. 538+59.46 -ALT1- PT Sta. 562+26.32 -ALT1- SC Sta. 424+07.55 -ALT1- CS Sta. 436+20.07 -ALT1- SPIRAL DATA -ALT1- CURVE DATA -ALT1- CURVE DATA -ALT1- SPIRAL DATA -Y28- CURVE DATA -Y28- CURVE DATA -Y28- CURVE DATA -Y28- CURVE DATA 415+00 420+00 425+00 430+00 435+00 440+00 445+00 450+00 455+00 460+00 465+00 470+00 475+00 480+00 500+00 495+00 490+00 485+00 505+00 510+00 515+00 520+00 525+00 530+00 535+00 540+00 545+00 550+00 555+00 560+00 565+00 575+00 580+00 585+00 590+00 -ALT1- POC Sta. 536+30.00 (35’ LT) -ALT1 LT2- POT Sta. 536+30.00 -ALT1- POC Sta. 536+30.00 (35’ RT) -ALT1 RT2- POT Sta. 536+30.00 -ALT1- POT Sta. 550+10.00 (12’ LT) -ALT1 LT2- POT Sta. 550+10.40 -ALT1- POT Sta. 550+10.00 (28’ RT) -ALT1 RT2- POT Sta. 550+09.80 -ALT1- POT Sta. 564+34.00 (16’ RT) -ALT1 RT3- POT Sta. 564+34.00 -ALT1- POT Sta. 567+34.00 (11’ RT) -ALT1 RT3- POT Sta. 567+34.04 -ALT1- POT Sta. 564+34.00 -ALT1 LT3- POT Sta. 564+34.00 -ALT1- POT Sta. 570+94.00 (11’ LT) -ALT1 LT3- POT Sta. 570+94.09 -ALT1- POT Sta. 586+25.00 (11’ RT) -ALT1RT4- POT Sta. 586+25.00 -ALT1- POT Sta. 586+25.00 (11’ LT) -ALT1LT4- POT Sta. 586+25.00 -ALT1- POT Sta. 592+85.00 -ALT1LT4- POT Sta. 592+85.09 -ALT1RT4- POT Sta. 592+85.09 -ALT1- POT Sta. 592+85.00 PI Sta 11+90.26 = 35^ 56’ 06.5" (RT) D = 17^ 21’ 44.5" L = 206.97’ T = 107.02’ R = 330.00’ -Y15E- CURVE DATA D = 20^ 50’ 05.4" PI Sta 11+10.93 = 36^ 35’ 40.7" (LT) L = 175.64’ T = 90.93’ R = 275.00’ PI Sta 13+72.87 = 72^ 17’ 05.0" (RT) D = 38^ 11’ 49.9" L = 189.24’ T = 109.55’ R = 150.00’ = 4^ 35’ 57.3" (RT) PI Sta 18+19.58 D = 6^ 51’ 42.4" L = 67.03’ T = 33.53’ R = 835.00’ -Y17W- CURVE DATA -Y17W- CURVE DATA -Y17W- CURVE DATA LT = 133.34’ L = 1,254.00 R = 5,730.00’ PIs Sta 407+73.76 -ALT1- CURVE DATA -Y15E- PC Sta. 10+83.24 -Y15E- PT Sta. 12+90.21 -Y15E- POT Sta. 13+98.23 -Y17W- POT Sta. 10+00.00 -Y17W- PC Sta. 10+20.00 -Y17W- PT Sta. 11+95.64 -Y17W- PC Sta. 12+63.32 -Y17W- PT Sta. 14+52.56 -Y17W- PC Sta. 17+86.05 -Y17W- PT Sta. 18+53.07 -Y17W- POT Sta. 18+69.14 -ALT1- TS Sta. 392+53.09 -ALT1- ST Sta. 409+07.09 -ALT1- SC Sta. 394+53.09 -ALT1- CS Sta. 407+07.09 390+00 400+00 395+00 405+00 410+00 C C F F C C C C C F C C C F F C C C C C C C C C C C C C C C F F F C C C C C C C C C F C C C C C C C C C F F C C C C C C F C C F C F F C C F C C C F F C C C C F C C C C F C F C C F C C C F C C F F C C F F C C C C C C C F F C F F C C C C C F C F C F C F F F C C F C F C F C C C F C C C F F F F C C F C F F C C C C C F F C C F C F F C F C C F F C F C C C F F F C C C F F F F F F C C C C C C C F C C C C C C C F F F F C C C C C F C C C C C C C F F C C C C F C C F C C F C F C C C A C A A A C A C A C A C A C C A A C A C A C C A C A C A C A C A C A C C A
Transcript of P L P L P L P LPL MATCH LINE P LP L PL P L P LP LP ... - NCDOT · d d d d d d d d d d d d d d d d d...
D D D DD D D D DDD D D D D D D D D
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14,300
10
0-100
116
200
14,200
13
2
TRAFFIC DIAGRAM
300
9580 9680 US 221
US 221
SR
2308
NO
RT
H W
OO
DL
EA
F R
D.
2004
2025
ADT
14,300
3325
00
332
500
14,300
66
4
TRAFFIC DIAGRAM
1000
9680 9680
US 221
SR
2152
MO
RN
ING
ST
AR
LK
. R
D.
SR
11
38
2004
2025
ADT
15,600
11620
0
216
300
15,500
33
2
TRAFFIC DIAGRAM
500
US 221
SR
2236
2004
2025
ADT
15,500
21630
0
564
900
14,900
780
TRAFFIC DIAGRAM
1200
US 221
SR
22
89
RO
BB
IN
S D
R.
BR
OO
KM
ON
T A
VE
.
2004
2025
ADT
16,300
66
4216
300
15,600
TRAFFIC DIAGRAM
88
0
1300
10
00
US 221
SR
11
39
TO
M’S
LA
KE
RD
.
11,008
2004
2025
ADT
17,200
20
0200
700
700
16,300
900
TRAFFIC DIAGRAM
900
US 221
SR
21
64
TA
NN
ER
S G
RV
. R
D.
11,57211,008
10,112
10,112 10,460 10,460 10,560
10,560
2004
2025
ADT
62
92
94
00
132
300
17,200
6424
TRAFFIC DIAGRAM
97
00
5412
US 221
SR
21
69
OA
KL
AN
D R
D.
11,572
8100
2004
2025
ADT
78
0
54
880
0
780
1200
996
1500
34
36
TRAFFIC DIAGRAM
38
84
59
00
5200
5412 5428
12
00
US 221
BE
TH
AN
Y C
H.
RD
.
SR
2213
SR
11
48
8100 8200
SH
ILO
H R
D.
2004
2025
ADT
33
2116
200
TRAFFIC DIAGRAM
44
8
70
0
5428 5644
500
US 221
BO
NG
RA
NC
H R
D.
SR
1150
8200 8500
CL
GRADE
POINT
2004
2025
ADT
11,200
1128
1244
2000
2256
3600
448
700
94
56
75
32
5644 7336
1800
US 221
US
74
BY
PA
SS
TRAFFIC DIAGRAM
11
,90
01
5,0
00
8500
2004
2025
ADT
11,600
10
0-
21630
0
448
700
100-
100
664
10
0-
7336 7568
100
US 221
TRAFFIC DIAGRAM
SR
21
71
20
01000
11,200
SR
21
71
BU
RC
H H
UT
CH
INS
RD
.
US 221
PROJECT 34400.1.1 (R-2233A)
TO US 74 BYPASS
F. A. PROJECT NHF-221(9)
RUTHERFORD COUNTY
PR
OJE
CT
34400.1
.1 (
R-2
233A
)
TO
US
74 B
YP
AS
S
F. A
. P
RO
JE
CT
NH
F-2
21(9
)
RU
TH
ER
FO
RD
CO
UN
TY
PR
OJE
CT
34400.1
.1 (
R-2
233A
)
TO
US
74 B
YP
AS
S
F. A
. P
RO
JE
CT
NH
F-2
21(9
)
RU
TH
ER
FO
RD
CO
UN
TY
FUNCTIONAL CLASS. = ARTERIAL
DESIGN SPEED = 60 mph
MAX. SUPERELEV. = 0.06
Partial Control of Access is defined as one access point per parcel. For
properties with large road frontage (for example 2,000 feet or more)
an additional access point may be considered. For properties that have
alternative access (such as via a side road) access to US 221 may be eliminated.DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
COMBINED PUBLIC HEARING MAPC
OM
BIN
ED
PU
BL
IC
HE
AR
IN
G M
AP
CO
MB
IN
ED
PU
BL
IC
HE
AR
IN
G M
AP
2004
2025
ADT
14,200
54
8
10
0-100
116
200
100-
100
13,400
132
TRAFFIC DIAGRAM
BR
ID
GE
S F
AR
M R
D.
564
900
30
0
9032 9580
80
0
US 221
SR
2150
SR
2150
2004
2025
ADT
13,300
10
0-100
448
700
12,700
464
TRAFFIC DIAGRAM
800
8584 9016
US 221
SR
22
15
HE
NS
ON
DR
.
23
2216
300
44
8
70
0
9032
40
0
US 221
SR
11
18
13,400
HO
PP
ER
RD
.
ROLL 3 OF 3 ALT 1 & ALT 2
RO
LL
3 O
F 3
A
LT
1 &
AL
T 2
RO
LL
3 O
F 3
A
LT
1 &
AL
T 2
0’ 400’200’100’200’
ENGLISH
-L- -L-
LEGEND
2025
2004
EXISTING STRUCTURES, ISLAND, CURB
TO BE REMOVED
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
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
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
PROPERTY LINESPL
PROPOSED PARTIAL CONTROL OF ACCESS
PROPOSED CONTROL OF ACCESS
LEGEND
2025
2004
EXISTING STRUCTURES, ISLAND, CURB
TO BE REMOVED
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
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
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
PROPERTY LINESPL
PROPOSED PARTIAL CONTROL OF ACCESS
PROPOSED CONTROL OF ACCESS
Minimum 900 FT.
Minimum 900 FT.
1,300 FT. DESIRED
1,300 FT. DESIRED
DIRECTIONAL CROSSOVER AND OFFSET LEFT-TURN DETAIL
IF NEEDED, RIGHT-TURN LANE LENGTHS DETERMINED BY TRAFFIC VOLUMES
NOTE: DO NOT PLACE U-TURN KNUCKLES IN WETLANDS OR RIGHT-OF-WAY SENSITIVE AREAS
FULL CONTROL OF ACCESS
WHERE POSSIBLE
FULL CONTROL OF ACCESS
WHERE POSSIBLE
US 221 FROM THE SOUTH CAROLINA STATE LINE
US
221 F
RO
M T
HE
SO
UT
H C
AR
OL
IN
A S
TA
TE
LIN
E
US
221 F
RO
M T
HE
SO
UT
H C
AR
OL
IN
A S
TA
TE
LIN
E
PL
PL
PL
PL
PL
P L
P L
PL
PL
PL
P L
P L
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
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PL
PL
PL
PL
PL
PL
PL
PL
PLPL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
P L
PL
P L
P L
PL
P LP L
P LP L
P L
P L
P L
PL
P L
PL
PL
P L
P L
P LP L
PL
PL
P L
P L
PL
PL
PL
P LP
L
PL
P LP L
P
L
PL
PL
PL
P
L
P
L
PL
P
L
PL
PL
PL
PL
PL
PL PL
PL
PL
P L
PL
PL
PL
PL
PL
PL
PL
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PL
PL
PL
PL
PL
PL
PL
P L
P L
P
L
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P
L
P L
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P L
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P L
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P L
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P L
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P
L
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P L
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P
L
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P
L
PL PL P LPL
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P
L
PL
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PLP
L
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L
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PL PL
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P LP L
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L
P
L
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P
L
P
L
PL
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P LPL
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P L
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P L
PL
P L
PL
P L
P L
P L
P
L
P L P L
PL
PL
P L
PL
PL
P LP L
PL
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P L
PL
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PL
P
L
P L
PLPL
P LP L
PL
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PLP L
P LP L
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PLPL
JOHN W. MCGUIRE
DARIN WADE CHILDERS JOHN B. HENSLEY
ROBERT N. TAYLOR
DANIELTOWN BAPTIST TRUSTEES
LARRY G. SMITH
CHARLES E. DAVIS
THOMAS J. WILKINS, JR.
ALL AMERICAN HOMES OF NC, LLC
HUSKEY AND ROBBINS, INC.
DONALD STEPHEN WILKINS
JAMES LARRY CROWE
JAMES B. CROWE
JERRY SCOTT HUSKEY
DLCL, LLC
NANCY S. STROUD
MAYSE MANUFACTURING CO.
MAX RAY HAMRICK
GENE P. FITE
FRANK A. LEEJOHN PAUL TOMS
TAMMY TONEY SKIPPER
TONI REDIFER
DORA W. HARRILL
MARVIN KLASSEN
CECIL L. GEER, III
DAMON HUSKEY
EDDIE R. MOORE
THOMAS J. WILKINS, JR.
THOMAS J. WILKINS, JR.
NELL R. SCRUGGS
DORA W. HARRILL
ROBERT
WALTER
MORROWCARL R.
BAYNARD
RONALD FAY
WILKINS, SR.
JOHNNY
L. MAYSE
WIN
TER
S R
EA
L E
STA
TE
AN
D IN
VESTM
EN
T
TR
AD
ING
CO
RP.
PAUL A.
CHAPMAN
CHRISTOPHER
STANLEY HENSON
JERRY W. LEE
JOE J.
WELLS
AZALEE H.
MOSLEY
GRADY
C.
RHODES
MARCUS
S. WHITE
TORRINGTON
COMPANY
EMMA B.
SPARKS
JAMES B.
CROWE
THOMAS J.
WILKINS, JR.
THOMAS R.
WILKINS
WILKINS FURNITURE OUTLET
ROBERT LEWIS
FRAZIER
WORTH
NEWTON
COLE
DAVID
MICHAEL
MOSLEY
G. SUSANNE
PRICE
GRANT
EMIL
HARDIN
MARTHA
TONEY
TERESA A.
TROTTER
MICHAEL
BENNETT
HAMBY
RAYMOND
PAYNE
MICHAEL
W.
JONES
JUDY EAVES
HARDIN
NANCY EAVES
DILLARD
JERRY
MAURICE
EAVES
THOMAS W.
WALKER
R. WAYNE
HARRIS
RUTHERFORD
COUNTY
BOARD OF
EDUCATION
JUDY B.
MCGEE
JAMES
G.
HENSON
DANNIE
GETTYS
DAVID
GREEN
JAMES A.
SKIPPER, SR.
CHARLES E.
HUNTLEY
DAVID
WAYNE
JACKSON
DAVID K.
DANIEL
ANRG
INC.
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
CLARA P.
WINTERS
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
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102
103
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115
116
117
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119
120
121
122
123
124
125
126
127
129
130
131
132
133
134
135
136
137
EDWARD ZYSKOWSKI
ANNETTE H. EAVES
JOSEPH DEAN SCOTT
CHARLES J. GERVASON
RAY PATTERSON TATE
JUDITH A. WELLS
DELORES MATHERLY
LEE ROBBINS, HEIRS
MARVIN KLASSEN
JOHN HOWARD
LEE ROBBINS, HEIRS
JOHN W. MEDFORD
PUBLIC SERVICE CO. OF NC, INC.
SULPHUR SPRINGS CONGREGATIONALHOLINESS CHURCH
TERESA S. HEAD
FAYE EVELYN HOPPER
JERRY L. THOMPSON
CAROLYN OWENBY PRICE
ANGELA FOX BALLARD
MODINE WEBB HAMRICK
ELBERT E. HOLLAND
GEORGE C. HUNTSINGER
PHILIP SHANER
GERALD E. ALLEN
GREGORY NORMAN TREVITZ
JACK C. RHODES
VIRGIL A. BAYNARD
MARK RAYMOND COLE
ANNIE GREENE COLE
BILLY FRANKLIN MELTON
JOSE MEFIA
WELDON P. BLANTON
LARSTON EARL HAMES
KAY PREWITT GIVENS
FRANCES SARAH ROBBINS
THOMAS G. COLLINS, III
PAUL A. CHAPMAN
MARTHA ANN CHAPMAN
TIMOTHY E. BRACKETT
SHILOH DANIELTOWN OAKLANDFIRE DEPARTMENT
SHIRLEY ANN MARTIN
JOHNNY M. BUTLER
ROBERT HAL BRIDGES
EDWARD ARCHIE COLE
SARAH T. WHITAKER
ANGELA COLE BAYNARD
ALAN LYNN MATHIS
TANNERS GROVEUNITED METHODIST CHURCH
WILLIAM B. ANDERSON
EDNA D. HUNTLEY
TOMMY R. LOVELACE
PAUL A. CHAPMAN
JERRY WAYNE LEE
FAYE W. TOWERY
WINTERS REAL ESTATE ANDINVESTMENT TRADING CORP.
SUSAN GRANT
DONALD STEPHEN WILKINS
EDWARD ARCHIE COLE
PEOPLE’S BAPTIST CHURCH
THOMAS R. WILKINS
MARTIN L. TACKETT
SHELBY INVESTMENT COMPANY
BOBBY RAY JOHNSON
TED DUNCAN WHITE, III
MICHAEL EUGENE HENSON
LUCILLE W. ROSS
128
HARMONY ANDERSON
DAMON HUSKEY
JOHNATHAN R. WARD
50
51
52
53
54
55
JAMES KENNETH COLE, JR.
THOMAS DWIGHT HAMRICK
FRANCES H. HAMRICK
RUBY ESTELLE FOWLER
SYBIL WALKER
PATRICK BRYAN THOMPSON
LARRY G. SMITH
PATRICK K. SMITH
JAMES R. GREENE
ROBBINS INVESTMENTS, LLC
SADIE R. BRANCH
THOMAS W.
WALKER, TRUSTEE
WINBURN SCOTT
BRIDGES
WINBURN SCOTT
BRIDGES
END PROJECT R-2233A
-ALT1- POT STA. 592+85.00
v
v
v
v
v
v
v
v
v
CEMETERY
v
v
CEMETERY
EN
D S
EC
TIO
N 4
BE
GIN
SE
CT
ION
5
BE
GIN
SE
CT
ION
5
EN
D S
EC
TIO
N 4
v
v
SR 2164
SR 2169 OAKLAND RD.
SR
2213
RA
MB
LE
WO
OD
DR
.
SR
215
2
MO
RN
ING
ST
AR
LK
RD
.
SR
2171 B
UR
CH
HU
TC
HIN
S R
D.
TO RUTHERFORDTON
RO
YA
L B
LU
E D
R.
GR
EEN
MEA
DO
WS R
D.
SR
2308 N
OR
TH
WO
OD
LE
AF
RD
.
SO
UTH
WO
OD
LEA
F R
D.
WYCLIFFE RD.
SR
1150 B
ON
G R
AN
CH
RD
.
SR 2242 PRINCE ST.
SR
1140 W
AL
KE
R L
N.
BA
XT
ER
WA
Y
SR
1148 SH
ILO
H R
D.
BE
TH
AN
Y C
HU
RC
H R
D.
125’
R/W
125’
R/W
SR
1138
NE
WT
ON
CO
LE
RD
.
100’
R/W
10
0’
R/W
100’
R/W1
00
’
R/W
10
0’
R/W
100’
R/W
SR
2289
RO
BB
INS
DR
.
SR
2236
BR
OO
KM
ON
T A
VE
.
TANNERS GROVE RD.
SR
1139
TO
M’S
LA
KE
RD
.
WIL
KIN
G H
AL
OW
US74
US74
SR
2171 B
UR
CH
HU
TC
HIN
S R
D.
125’
R/W
12
5’
R/W
US
221
US
221
US
221
US
221
US
221
SR 2290
PEACE DR.
SWIT
ZER D
R.
-ALT1-
-ALT1-
-ALT1-
-ALT1 LT2-
-ALT1 RT2--ALT1--ALT1RT3-
-ALT1LT3-
-ALT1 LT4-
-ALT1 RT4-
-Y28-
-Y28-
-RA
MPA
--RA
MPD
-
-Y27W
-
-Y26W
-
-Y26W
-
-Y25W
-
-Y24W
-
-Y23W--Y
22W
-
-Y21W
-
-Y20W
-
-Y19W
-
-Y18W
-
-L1DET2-
US221
56
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8182
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9798
99 100101
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118119
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125
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133
134135
136
137
BR
IDG
ES
FA
RM
RD
.
SR 1118 H
OPPER R
D.
SR 2
215 H
EN
SO
N D
R.
SR
2150
SR
2150
BR
IDG
ES
FA
RM
RD
.ALMOND DR.
-Y17W
-
-Y17W
-
-Y15
E-
50
5051
52
53
54
55
12
5’
R/W
125’
R/W
US221
WEST SIDE WIDENING - 46’ MEDIAN
WE
ST
SID
E W
ID
EN
IN
G -
46
’ M
ED
IA
N
WE
ST
SID
E W
ID
EN
IN
G -
46
’ M
ED
IA
N
6:1
30’12’12’12’12’15’
2:1
6’
6:16:1 6:1
2:1
6’
0208
02
08
0208 02 08
4’ PAV’D SHLD.
2’ PAV’D
SHLD.
2’ PAV’D
SHLD.
4’ PAV’D
SHLD.
13’W/GR
13’W/GR
10’10’ 46’
6:1
30’ 12’ 12’ 16’ 12’ 15’
2:1
6:1
0208
02 08
4’ PAV’D SHLD. 4’ PAV’D
SHLD.
13’W/GR
13’W/GR
2:1
12’10’ 10’
MA
TC
H L
INE
SE
E R
OL
L 2
OF
3-A
LT
1- S
TA
. 387+
00
C
A
C
A
C
A
C
A
C
A
C
A
PI Sta 564+11.58
= 15^ 21’ 32.0" (LT)
D = 5^ 27’ 24.3"
L = 281.47’
T = 141.58’
R = 1,050.00’
PI Sta 566+93.05
= 15^ 21’ 32.0" (RT)
D = 5^ 27’ 24.3"
L = 281.47’
T = 141.58’
R = 1,050.00’
PI Sta 573+42.08
= 15^ 21’ 32.0" (RT)
D = 5^ 27’ 24.3"
L = 281.47’
T = 141.58’
R = 1,050.00’
PI Sta 576+23.55
= 15^ 21’ 32.0" (LT)
D = 5^ 27’ 24.3"
L = 281.47’
T = 141.58’
R = 1,050.00’
-L1DET2- PRC Sta. 565+51.47
-L1DET2- PT Sta. 568+32.93
-L1DET2- PRC Sta. 574+81.97
-L1DET2- PCSta. 572+00.50
-L1DET2- PT Sta. 577+63.44
-L1DET2- PC Sta. 562+70.00
-L1DET2--L1DET2--L1DET2--L1DET2-
DETOUR SLOPE STAKES
CF
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-RAMPD- POT Sta. 14+00.00
-RAMPA- PT Sta. 14+25.34
-RAMPA- POT Sta. 15+00.00
PI Sta 12+55.71
= 33^ 22’ 21.8" (RT)
D = 9^ 32’ 57.5"
L = 349.48’
T = 179.85’
-RAMPA- CURVE DATA
PI Sta 12+08.75
= 83^ 34’ 35.6" (LT)
D = 28^ 38’ 52.4"L = 291.74’T = 178.75’
R = 200.00’
PI Sta 16+35.61
= 71^ 27’ 38.8" (RT)
D = 28^ 38’ 52.4"L = 249.45’
T = 143.88’R = 200.00’
-Y28- PC Sta. 19+06.18
-Y28- PT Sta. 17+41.18
-Y28- PC Sta. 14+91.74
-Y28- PT Sta. 13+21.74
-Y28- POT Sta. 10+00.00
-Y28- PC Sta. 10+30.00
15+
00
20+00
PI Sta 20+49.43
= 71^ 13’ 20.1" (RT)
D = 28^ 38’ 52.4"
L = 248.61’
T = 143.24’
R = 200.00’
PI Sta 25+13.89
= 70^ 17’ 55.0" (LT)
D = 11^ 14’ 04.1"
L = 625.74’
T = 359.09’
R = 510.00’
25+00
-Y28- PT Sta. 27+80.54
-Y28- PRC Sta. 21+54.79
-RAMPA- PC Sta. 10+75.86
-Y18W- POT Sta. 12+60.50
-Y19W- POT Sta. 13+30.10
-Y21W- POT Sta. 12+57.77
-Y22W- POT Sta. 13+58.14
PI Sta 12+75.86
= 40^ 38’ 41.2" (RT)
D = 20^ 50’ 05.4"
L = 195.08’
T = 101.85’
R = 275.00’
-Y24W- PC Sta. 11+74.02
-Y24W- PT Sta. 13+69.10
-Y24W- POT Sta. 14+15.76
PI Sta 14+12.90
= 39^ 03’ 28.6" (LT)
D = 20^ 27’ 46.0"
L = 190.87’
T = 99.31’
R = 280.00’
-Y20W
- PO
T S
ta. 10+00.00
-Y20W
- PC
Sta. 13+
13.59
-Y20W- PT Sta. 15+04.46
PI Sta 12+71.90
= 11^ 47’ 45.2" (LT)
D = 5^ 43’ 46.5"
L = 205.88’
T = 103.30’
R = 1,000.00’
-Y25W- POT Sta. 10+00.00
-Y25W- PC Sta. 11+68.60
-Y25W- PT Sta. 13+74.48
PI Sta 12+72.20
= 35^ 54’ 16.3" (RT)
D = 11^ 14’ 04.1"
L = 319.59’
T = 165.24’
R = 510.00’
PI Sta 17+71.04
= 70^ 21’ 20.2" (LT)
D = 28^ 38’ 52.4"
L = 245.59’
T = 140.97’
R = 200.00’
PI Sta 22+62.84
= 34^ 29’ 36.5" (RT)
D = 20^ 50’ 05.4"
L = 165.56’
T = 85.37’
R = 275.00’
PI Sta 26+98.28
= 16^ 34’ 03.0" (LT)
D = 14^ 08’ 49.6"
L = 117.11’
T = 58.97’
R = 405.00’
-Y26W- POT Sta. 10+00.00
-Y26W- PC Sta. 11+06.96
-Y26W- PT Sta. 14+26.55
-Y26W- PC Sta. 16+30.07
-Y26W- PT Sta. 18+75.66
-Y26W- PC Sta. 21+77.46
-Y26W- PT Sta. 23+43.02
-Y26W- PC Sta. 26+39.31
-Y26W- PT Sta. 27+56.42
-Y26W- POT Sta. 28+18.06
PI Sta 11+65.61
= 5^ 56’ 22.2" (RT)
D = 1^ 54’ 35.5"
L = 310.99’
T = 155.63’
R = 3,000.00’
-Y27W- POT Sta. 10+00.00
-Y27W- PC Sta. 10+09.97
-Y27W- PT Sta. 13+20.96
-Y23W- POT Sta. 9+98.00
-Y27W- CURVE DATA-Y26W- CURVE DATA -Y26W- CURVE DATA -Y26W- CURVE DATA -Y26W- CURVE DATA-Y25W- CURVE DATA-Y24W- CURVE DATA-Y20W- CURVE DATA
PI Sta 20+49.43
= 71^ 13’ 20.1" (RT)
D = 28^ 38’ 52.4"
L = 248.61’
T = 143.24’
R = 200.00’
PI Sta 25+13.89
= 70^ 17’ 55.0" (LT)
D = 11^ 14’ 04.1"
L = 625.74’
T = 359.09’
R = 510.00’
PIs Sta 423+40.89
s = 0^ 59’ 59.7"
Ls = 200.00’
LT = 133.34’
ST = 66.67’
PI Sta 430+16.09
= 12^ 07’ 27.5" (LT)
D = 0^ 59’ 59.7"L = 1,212.52
T = 608.53’R = 5,730.00’
PIs Sta 436+86.74
s = 0^ 59’ 59.7"
Ls = 200.00’
LT = 133.34’
ST = 66.67’
PI Sta 534+03.34
= 1^ 27’ 07.0" (RT)
D = 0^ 09’ 33.0"
L = 912.28’
T = 456.17’
R = 36,000.00’
PI Sta 556+22.99
= 3^ 01’ 01.5" (RT)
D = 0^ 14’ 59.9"L = 1,206.92’
T = 603.60’R = 22,920.00’
-A
LT
1- T
S S
ta. 4
22+
07.5
5
-ALT1- ST Sta. 438+20.07
-ALT1- POT Sta. 592+91.78
-ALT1- PC Sta. 529+47.17
-ALT1- PC Sta. 550+19.39
-ALT1- PT Sta. 538+59.46
-ALT1- PT Sta. 562+26.32
-A
LT
1- S
C S
ta. 4
24+
07.5
5
-ALT1- CS Sta. 436+20.07
-ALT1- SPIRAL DATA -ALT1- CURVE DATA-ALT1- CURVE DATA-ALT1- SPIRAL DATA -ALT1- CURVE DATA
-Y28- CURVE DATA -Y28- CURVE DATA -Y28- CURVE DATA -Y28- CURVE DATA
415+
00
420+
00
425+
00 430+
00
43
5+
00
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00
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00
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00
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00
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00
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00
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00
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00
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00
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00
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00
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00
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00
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00
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00
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00
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00
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00
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00
55
5+
00
560+
00 565+00
575+
00
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00
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00
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00
-ALT1- POC Sta. 536+30.00 (35’ LT)
-ALT1 LT2- POT Sta. 536+30.00
-ALT1- POC Sta. 536+30.00 (35’ RT)
-ALT1 RT2- POT Sta. 536+30.00
-ALT1- POT Sta. 550+10.00 (12’ LT)
-ALT1 LT2- POT Sta. 550+10.40
-ALT1- POT Sta. 550+10.00 (28’ RT)
-ALT1 RT2- POT Sta. 550+09.80
-ALT1- POT Sta. 564+34.00 (16’ RT)
-ALT1 RT3- POT Sta. 564+34.00
-ALT1- POT Sta. 567+34.00 (11’ RT)
-ALT1 RT3- POT Sta. 567+34.04
-ALT1- POT Sta. 564+34.00
-ALT1 LT3- POT Sta. 564+34.00
-ALT1- POT Sta. 570+94.00 (11’ LT)
-ALT1 LT3- POT Sta. 570+94.09
-ALT1- POT Sta. 586+25.00 (11’ RT)
-ALT1RT4- POT Sta. 586+25.00
-ALT1- POT Sta. 586+25.00 (11’ LT)
-ALT1LT4- POT Sta. 586+25.00
-ALT1- POT Sta. 592+85.00
-ALT1LT4- POT Sta. 592+85.09
-ALT1RT4- POT Sta. 592+85.09
-ALT1- POT Sta. 592+85.00
PI Sta 11+90.26
= 35^ 56’ 06.5" (RT)
D = 17^ 21’ 44.5"
L = 206.97’
T = 107.02’
R = 330.00’
-Y15E- CURVE DATA
D = 20^ 50’ 05.4"
PI Sta 11+10.93
= 36^ 35’ 40.7" (LT)
L = 175.64’
T = 90.93’
R = 275.00’
PI Sta 13+72.87
= 72^ 17’ 05.0" (RT)
D = 38^ 11’ 49.9"
L = 189.24’
T = 109.55’
R = 150.00’
= 4^ 35’ 57.3" (RT)
PI Sta 18+19.58
D = 6^ 51’ 42.4"
L = 67.03’
T = 33.53’
R = 835.00’
-Y17W- CURVE DATA -Y17W- CURVE DATA -Y17W- CURVE DATA
PIs Sta 393+86.43
s = 0^ 59’ 59.7"
Ls = 200.00’
LT = 133.34’
ST = 66.67’
PI Sta 400+82.61
= 12^ 32’ 20.5" (RT)
D = 0^ 59’ 59.7"
L = 1,254.00
T = 629.51’
R = 5,730.00’
PIs Sta 407+73.76
s = 0^ 59’ 59.7"
Ls = 200.00’LT = 133.34’
ST = 66.67’
-ALT1- SPIRAL DATA
-ALT1- CURVE DATA
-ALT1- SPIRAL DATA
-Y15E- PC Sta. 10+83.24
-Y15E- PT Sta. 12+90.21
-Y15E- POT Sta. 13+98.23
-Y17W- POT Sta. 10+00.00
-Y17W- PC Sta. 10+20.00 -Y17W
- PT
Sta
. 1
1+95.6
4
-Y17W
- PC
Sta
. 1
2+63.3
2
-Y17W- PT Sta. 14+52.56
-Y17W- PC Sta. 17+86.05
-Y17W- PT Sta. 18+53.07
-Y17W- POT Sta. 18+69.14
-ALT1- TS Sta. 392+53.09
-ALT1- ST Sta. 409+07.09
-ALT1- SC Sta. 394+53.09 -ALT1- CS Sta. 407+07.09
390+
00
400+
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39
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