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