DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 12’ 12’ 4 : 1 GRADE POINT C L FDPS FDPS FDPS POINT CROWN GRADE POINT POINT CROWN FDPS 6 : 1 2 : 1 M A X SLOPE VARIABLE GROUND EXISTING THIS LINE GRADE TO GROUND EXISTING THIS LINE GRADE TO F O R CUT S HI NGE P O I NT 6 : 1 6 : 1 F O R F I LL S HI NGE P O I NT 2 : 1 M AX SLOPE VARIABLE 501 MICHAEL C. LANE ELIZABETH P. EVERETT 500 N. C. STATE HWY. COMMISSION 499 UNKNOWN OWNER 498 ALEXIS GAULT 497 RANDY CLIFF KAVARA 496 J & N PROPERTIES, LLC 495 THE PITROLO COMPANY, LLC 494 JULIE DIANE KLIPP & SARAH NICHOLSON 493 RICKEY A. ROGERS 492 SCOTT D. LINK 491 JOHN D. & STEPHANIE A. ROOT 490 WILLIAM C. KINNEY 489 LINDA A. EAKES 488 SUSAN ANDREA ANGLIN 487 DANA ROSS TRANTHAM 486 SAMUEL JIMENEZ ROBLES MARIA LUISA LEON 485 SHARMAIN NIKIA THOMAS 484 CARNEY PLACE PROPERTY OWNERS ASSOCIATION 483 LUIS E. & NATHALY M. TORRES 482 JENNIFER MARIE BOSTICK 481 MICHELLE PERROTTA BEVANS 480 PARRIS NICOLE FINLEY 479 GHEORGHITA & NATALYA BARAN 478 TAMMY ANN NASH 477 VICTORIA ROSE 476 GEORGIA LYNN BURKLOW 475 MICHAEL W. & PATRICIA L.SCARBOROUGH 474 BRIGITTE D. BASSHAM 473 MARIA A. JIMENEZ 472 ION A. & MIKHAYLOVNA GHERASIM 471 CARNEY PLACE PROPERTY OWNERS ASSOCIATION 470 ALEXEI & GALINA LISNIC 469 MARLENE DAVILA 468 FRANCISCA A. RESENDEZ 467 TANYA CHENISE PRESHA 466 MARIA D. LOMELI 465 KAM JAMETTA DRUMMOND 464 DORIS FIORELLA QUICK 463 SHANNON LEE KAUFFMAN 462 NCDOT 461 HILDA SMITH HEIRS 460 CASSANDRA RACHELLE BARRETT 459 BRENDAN P. REUSING 458 ADAM D.GRIFFITH 457 ANDREA & WILLIAM D’AMICO 456 CHRISTOPHER & DEBORAH BENTLEY 455 RICHARD KEVIN PUTNAM 454 PETER T. & JANE NORTHWAY 453 CALVIN BRADLEY STEVENS 452 NCDOT 451 MARGOT MOSES 450 PARTON PROPERTIES LLC 449 WILLIAM D. McDOWALL, JR. 448 HAROLD JONES PAYNE, JR. 447 COUNTY OF BUNCOMBE 446 MATTHEW WADE SOLBERG 445 BONNIE JEAN BLOOM 532 CITY OF ASHEVILLE 531 FLORA J. WILSON 530 DAVID N. DONNELL 529 DAVID N & MELANIE R DONNELL 528 TONY M. & ANN B. WILSON 527 TONY M. & ANN B. WILSON 526 UNKNOWN OWNER 525 TONY M. & ANN B. WILSON 524 BRANDON KNOLLS LLC 523 CP&L CO. 522 CITY OF ASHEVILLE 521 KATHLEEN MARSTON BLOW 520 CHRISTOPHER M. WILEY 519 DEREK J. & ERICA M. KURTZ 518 THOMAS WEBSTER STUART WEBSTER 517 PAULETTE N. DOIRON 516 KIRSTEN CAMPBELL JASMIN MARTINEZ 515 KEITH R. THOMPSON 514 ROBERT GRIFFIN GAMBLE NICOLE KTISTA BASS 513 TERESA MARIE DUTCHER 512 KONSTANTINOS KATSIGIANNIS 511 BENJAMIN PUCKETT 510 ANNIE IREENE HUGHS (LE) 509 EDWIN McDEVITT 508 JOHN D. & STEPHANIE A. ROOT 507 TRACY ALLEN ELLEGE 506 LISA E. KELLEY 505 ABEL L. LOMELI & MARIA DEL CARMEN 504 JONATHON EARNHARDT 503 ROBERT D. SHEERAN 502 RLW PROPERTIES, INC. 571 TERRY C. BURNETTE 570 KRYZANEK PROPERTIES, LLC 569 JAMES H. BROOKS 568 NORRIS PROPERTY MANAGEMENT LLC. 567 BRANDON KNOLLS, LLC 566 KIMBERLY S. LEVI 565 KERRY D. DRYMAN 564 MARY E. STEINER 563 HOUSING AUTHORITY CITY OF ASHEVILLE 562 JAMES D. PERRY, JR. 561 SANDRA LEE SCOTT 560 JENNIFER BUSH 559 JOSE FELIX GUTIERRZ & MARTINA PAEZ VALDEZ 558 JEANNE M. HAWKINS 557 LUIS A. ALVARADO MARIA Y. MARTINEZ CRUZ 556 LARRY E. HARRIS 555 NICHOLAS FAHERTY 554 FRED FISHER & ALICE B. CAUDLE 553 FRED FISHER & ALICE B. CAUDLE 552 LESLEY ANNE COHEN 551 DANIEL ODOGWU 550 DANIEL C. PAGE 549 TERRY L. SIMMONS 548 RUTH H. MASHBURN 547 TERRY L. SIMMONS 546 KATHLEEN L. BUTTERFIELD 545 FRED FISHER CAUDLE 544 RACHEL D. WINGO ANDREW W. HAGER 543 ROBERT M. AIKEN 542 J PARR LLC. 541 KRISTA-ANNE M KAY 540 DEREK TURNO 539 RIVERVIEW WEST COMPANY LLC. 538 CAROLINA POWER & LIGHT 537 CADOVA STREET, LLC 536 CAROLINA POWER & LIGHT CO. 535 HOUSING AUTHORITY OF THE CITY OF ASHEVILLE 534 RIVERVIEW WEST COMPANY LLC. 533 CAROLINA POWER & LIGHT CO. PLANTED MEDIAN CONNECTIONS ARE ALLOWED. CROSS-STREETS ARE GRADE SEPARATED. NO PRIVATE DRIVEWAY FACILITY PROVIDED ONLY VIA RAMPS AT INTERCHNAGES. ALL FULL CONTROL OF ACCESS IS DEFINED AS A CONNECTION TO A NOTE: GROUND EXISTING SLOPE VARIABLE C L SLOPE VARIABLE GRADE POINT THIS LINE GRADE TO THIS LINE GRADE TO C L GROUND EXISTING SLOPE VARIABLE C L SLOPE VARIABLE GRADE POINT THIS LINE GRADE TO THIS LINE GRADE TO SW C L GRADE POINT C L C/A FENCE CONNECTIONS ARE ALLOWED. CROSS-STREETS ARE GRADE SEPARATED. NO PRIVATE DRIVEWAY FACILITY PROVIDED ONLY VIA RAMPS AT INTERCHNAGES. ALL FULL CONTROL OF ACCESS IS DEFINED AS A CONNECTION TO A NOTE: upon a municipal agreement with the City of Asheville Bicycle and pedestrian accommodations are contingent NOTE: upon a municipal agreement with the City of Asheville Bicycle and pedestrian accommodations are contingent NOTE: 444 JAMES R. McCONNAUGHY, JR. 443 SAMARA SCHECKLER 442 NANCY P. HYATT 441 NANCY P. HYATT 440 STEVEN JAMES SHWARTZ JENNIFER NICOLE SCHWARTZ 439 CHRISTOPHER P. TANFIELD 438 EDWARD ARELLANO 437 JAMES GARY MORRISON (STATE HIGHWAY COMMISSION) 436 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 435 PRESSLEY CONSTRUCTION & DEVELOPMENT, INC. 434 DEAN W. SALES 433 KELLI DENISE TINSLEY 432 MELLISSA LILLIE 431 HEIDI WOOD RYAN S. DOW 430 SCOTT DANIEL RIEPPEL 429 JACOB M. DISABATINO 428 BRETT STANLEY PONDER 427 CYNTHIA LYNN RONEY 426 ADAM B. & KASEY B. JOHNSON 425 PAULINE P. BROOKS 424 JERRY O. OFFENBURGER 423 DONALD PAUL VEACH 422 BRIAN WOODARD 421 AVERY MILES GIBBS & BRYANNA SANDERS 420 CONSTANCE LORAINE BALLENGER 419 WILLIAM MICHAEL REDMON 418 BEVERLY P. LEE 417 ELDRIDGE LEE COATES 416 BENJAMIN ROBINSON 415 ILEANE G. DRAKE 414 MARGARET SHAW 413 JEFFREY K. & SANDAR LEUNG 412 REAL INVESTMENTS LLC. 411 KENNETH L. SEHESTED 410 CHARLES L. GIEZENTANNER 409 NCDOT 408 FREDRICK & LYNNE NOBLE 407 PATRICK BOLAND TRACY HOPKINS 406 HOMER SMITH 405 CITY OF ASHEVILLE 404 STATE OF NORTH CAROLINA 403 AMY KEEN, ETAL & JUDY WALKER, ET AL 402 REED FAMILY REVOCABLE TRUST LORA R. DIETZ (TRUSTEE) ET AL 401 CITY OF ASHEVILLE 338 ASTON PARK HEALTH CARE CTR. 337 ASTON PARK HEALTH CARE CTR. 335 NCDOT 171 BEAR CREEK REAL ESTATE LLC 140 WEST ASHEVILLE ASSEMBLY OF GOD CHURCH, INC. LEGEND EXISTING STRUCTURES, ISLAND, CURB TO BE REMOVED TO BE RETAINED EXISTING 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 AND GUTTER LAKES, RIVER, STREAMS AND PONDS RAILROAD RIGHT OF WAY PROPOSED CONTROL OF ACCESS EXISTING CONTROL OF ACCESS PRESENT ADT FUTURE ADT PROPERTY LINES EXISTING TRAFFIC SIGNAL PROPOSED TRAFFIC SIGNAL STREAM BUFFER ZONE WETLAND LIMITS BOUNDARY P L AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, HISTORIC PROPERTY BOUNDARY EXISTING UTILITY EASEMENT CEMETERIES PROPOSED STRUCTURES, ISLAND, CURB AND GUTTER PROPOSED MULTIUSE PATHS / GREENWAYS POTENTIAL NOISE ABATEMENT AREAS LEGEND EXISTING STRUCTURES, ISLAND, CURB TO BE REMOVED TO BE RETAINED EXISTING 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 AND GUTTER LAKES, RIVER, STREAMS AND PONDS RAILROAD RIGHT OF WAY PROPOSED CONTROL OF ACCESS EXISTING CONTROL OF ACCESS PRESENT ADT FUTURE ADT PROPERTY LINES EXISTING TRAFFIC SIGNAL PROPOSED TRAFFIC SIGNAL STREAM BUFFER ZONE WETLAND LIMITS BOUNDARY P L AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, HISTORIC PROPERTY BOUNDARY EXISTING UTILITY EASEMENT CEMETERIES PROPOSED STRUCTURES, ISLAND, CURB AND GUTTER PROPOSED MULTIUSE PATHS / GREENWAYS POTENTIAL NOISE ABATEMENT AREAS BARRIER CONSTRUCTION WILL OCCUR PENDING PUBLIC APPROVAL. TRAFFIC NOISE POLICY. IF THESE CRITERIA ARE MET, MEET THE FEASIBLE AND REASONABLE CRITERIA WITHIN THE NCDOT TO DETERMINE WHETHER THESE POTENTIAL BARRIER LOCATIONS DETAILED ANALYSES WILL OCCUR DURING FINAL PROJECT DESIGN WHICH POTENTIAL NOISE BARRIERS HAVE BEEN IDENTIFIED. MORE THE LABELED AREAS INDICATE NOISE-SENSITIVE LOCATIONS FOR POTENTIAL NOISE ABATEMENT AREA Max. Superelev. = 0.06 ON BRIDGES Max. Superelev. = 0.08 Design Speed = 60 MPH Functional Class. = INTERSTATE NAD 8 3 NA D 8 3 F C F C F C F C F C F C C F C F F C C F C F F F F F F F F F F C C F F C C F F F C C C F F F F C C F F C C C F F F C C F C F F F C C F C C F C C C C F 10 + 00 1 5 + 0 0 20 + 00 10 + 00 15 + 00 20 + 00 25 + 00 1 0 +00 15 + 00 2 0 + 00 15 + 00 10 + 00 15 + 00 20 + 00 25 + 00 30 + 0 0 35 + 00 4 0 + 00 45+00 50+00 55+00 10 + 00 15 + 00 20 + 00 25 +00 30 + 00 15 + 00 20 + 00 25+00 30+00 35 + 00 4 0 + 00 10 + 0 0 15 + 00 20 + 00 10 + 00 15 + 0 0 20 +00 25 + 00 30 +00 10 + 00 1 5 + 0 0 60 + 00 65 + 00 7 0 + 0 0 7 5 +00 80 + 0 0 20 +00 15 +00 30 + 00 25+00 20+00 15+00 35 +00 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 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 BUNCOMBE COUNTY B UN C O M B E C OUN T Y B U N C O M B E C O U N T Y R O LL 2 O F 7 ROLL 2 OF 7 R O L L 2 O F 7 I- 40 T O U S - 19 - 23 - 70 NO R T H O F A S H E V I LLE I-26 CONNECTOR I - 4 0 T O U S - 1 9 - 2 3 - 7 0 N O R T H O F A S H E V I L L E I - 2 6 C O N N E C T O R I- 40 T O U S - 19 - 23 - 70 NOR T H O F A S H E V I LLE I- 26 C ONN E C T O R D E S I GN P U B L I C H E A R I NG M A P D E S I GN P U B L I C H E A R I N G M A P D E S I GN P U B L I C H E A R I NG M A P F.A. PROJECT MANHF 26-1(53) TIP PROJECT I-2513 (34165.1.2) F . A . P R O J E C T M ANH F 26 - 1 ( 53 ) T I P P R O J E C T I- 2513 ( 34165 . 1 . 2 ) F . A . P R O J E C T M A N H F 2 6 - 1 ( 5 3 ) T I P P R O J E C T I - 2 5 1 3 ( 3 4 1 6 5 . 1 . 2 ) 0’ (ENGLISH) (ENGLISH) 100’ 200’ 100’ 50’ 0’ 100’ 200’ 100’ 50’ IMAGERY DATE - MAR. 2015 NC ONEMAP GEOSPATIAL PORTAL AERIAL PHOTOGRAPHY OBTAINED FROM DESIGN DATA 12’ 12’ 14’ 12’ 12’ 12’ 35’ 12’ 12’ 12’ 14’ 18’ 6’ 10’ 0 . 04 0 . 04 0 . 04 0 . 02 0 . 02 0 . 02 0 . 02 0 . 04 -LA- (I-26 / I-240) TYPICAL SECTION I-26 / I-240 I-26 / I-240 TRAFFIC DIAGRAM 2015 ADT 2040 ADT I-26/I-240 AMBOY RD I-26/I-240 NC 191 NC 191 N/A 13,400 19,200 1,600 62,400 800 11,000 17,800 20,800 72,400 10,400 18,800 21,200 10,400 91,800 62,000 6,800 101,400 5,200 3,400 8,800 2,400 108,200 2,400 0 . 02 0 . 02 10’ 2’ 2’ 1.5’ 1.5’ 6" 6" 6" -Y5- (AMBOY ROAD) 10’ MULTI-USE PATH 2’ 0 . 02 0 . 02 2 : 1 M AX 2 : 1 M A X 2 : 1 M AX 2 : 1 M A X 14.5’ 10.5’ 2’ 12’ 12’ 12’ 12’ VAR. 0’-12’ 0 . 02 0 . 02 10’ 1.5’ 1.5’ 6" 6" 6" -Y4- (BREVARD ROAD / NC 191) 12’ 12’ 28’ 12’ 12’ 5’ 2 : 1 M A X 2 : 1 M AX 2 : 1 M AX 2 : 1 M AX 0 . 02 0 . 02 2’ 2’ 10’ 13’ 10’ 12’ -M.U.P-(NEW) -RP54-(NEW) 12’ min 2’ 3’-5’ VAR. 2’ 13’ -LA- (I-26 MAINLINE) TYPICAL SECTION BREVARD ROAD TYPICAL SECTION AMBOY ROAD TYPICAL SECTION MULTI USE PATH S A M A R A S C H E C K LE R D E B O R AH A . G E R HA R D T O F P R AY E R , I N C W E S T A S H E V I LLE HOU S E WEST ASHEVILLE ASSEMBLY OF GOD CHURCH, INC. BEAR CREEK REAL ESTATE LLC ASTON PARK HEALTH CARE CTR., S T A TE O F NO R T H C A R O L I NA HOMER SMITH CITY OF ASHEVILLE CADOVA STREET, LLC NCDOT & DEVELOPMENT, INC. PRESSLEY CONSTRUCTION CITY OF ASHEVILLE L O R A R . D I ETZ ( T R U S TEE ) ET A L R EE D F A M I L Y R E VO C A B LE T R U S T E DWI N McDE VI TT C A R O L I NA P O W E R & L I GH T (STATE HIGHWAY COMMISSION) DEPARTMENT OF TRANSPORTATION NORTH CAROLINA WI LL I AM D. McDOWALL , J R. CITY OF ASHEVILLE ANN B. WILSON TONY M. & DONNELL DAVID N & MELANIE R DAVID N. DONNELL FLORA J. WILSON C A R O L I NA P O WE R & L I GH T C O . C A R O L I NA P O WE R & L I G H T C O . BROOKS JAMES H. P ROP E RTY OWNE RS ASS OCI ATI ON CARNE Y P L ACE 191 1 70 I N TE R S T A TE 26 I N TE R S T A TE 240 INTERSTATE 26 INTERSTATE 240 I N T E R S T A TE 240 I N T E R S T A T E 26 CITY OF ASHEVILLE preliminary and are subject to change. on these maps, including utility easements, are and potential utility easements. The designs shown these maps is limited to locations of major existing on other displays. The utility information shown on proposed utilities are not shown on these maps or To provide greater visual clarity, existing and UTILITY INFORMATION: S T A TE S T S TE W A RT S T C O R D O VA S T K E NT UCKY DR HUBB A RD AV E V I RG I NI A AV E A MB OY R D BR E V A R DR D S H EL B U R N E R D F A I R F AX AV E F A I RF AX AV E HANOV E R S T S HO RT M I CHI GAN AV E BRE VA RD RD N E W J E R S E Y A V E HOM I N Y CR EE K R D 171 140 338 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 451 450 449 460 459 458 457 456 455 454 453 452 461 462 470 469 468 467 466 465 464 463 478 472 482 479 473 471 483 480 474 481 475 476 484 477 485 486 502 487 503 504 488 505 506 489 507 490 508 491 509 493 494 492 495 496 497 498 512 511 510 499 515 514 513 500 501 518 517 516 520 519 521 522 523 524 525 527 526 528 529 530 531 532 533 534 553 535 536 537 538 539 554 540 541 542 555 556 543 544 545 557 558 546 559 560 547 561 562 548 549 563 564 550 551 565 552 568 567 566 571 570 569 HP B H P B H P B H P B H P B HP B H P B H P B H P B H P B H P B H P B H P B W L B WL B -LA- PI Sta 14+43.68 D L = 586.13’ T = 293.12’ R = 11,700.00’ PI Sta 24+35.67 D L = 568.57’ T = 284.34’ R = 11,700.00’ PIs Sta 35+29.97 F Ls = 216.00’ LT = 144.00’ ST = 72.00’ PI Sta 37+97.63 D L = 391.06’ T = 195.67’ R = 4,200.00’ PIs Sta 40+65.03 F Ls = 216.00’ LT = 144.00’ ST = 72.00’ PIs Sta 60+69.47 F Ls = 324.00’ LT = 216.15’ ST = 108.14’ PI Sta 65+97.39 D L = 816.21’ T = 420.07’ R = 1,400.00’ PIs Sta 71+22.74 F Ls = 386.94’ LT = 258.22’ ST = 129.21’ PI Sta 80+43.72 D L = 555.89’ T = 280.18’ R = 1,800.00’ PIs Sta 88+97.96 F Ls = 864.00’ LT = 578.52’ ST = 290.29’ 0000 0000 WLB BZ HPB 0000 0000 WLB BZ HPB B UNCO M B E COUNT Y CI T Y O F A S HE V I LLE C I T Y O F A S H E V I LLE B U N C O MB E C OU N T Y B UNCO M B E COUNT Y CI T Y O F A S HE V I LLE B UNCO M B E COUNT Y CI T Y O F A S HE V I LLE 24 ’ 26 ’ 24 ’ 24 ’ 50 ’ 20 ’ 36 ’ 24 ’ 8 8 ’ 7 6 ’ 48 ’ 2 4 ’ 4 8 ’ A B C D A B C D - L A - - L A - -LA- - Y 4 - - R P 4 C - - R P 4 B - -RP45- -RP54- -Y4B- - Y 4 - - Y 4 A - 36 ’ 20 ’ 30 ’ 60 ’ 2 4 ’ 1 6 ’ 24 ’ 16 ’ 3 2 ’ 2 4 ’ 16 ’ 1 6 ’ 26 ’ 2 4 ’ 3 2 ’ 16 ’ - Y 5 - - RP5 D - - R P 5 A - - Y 5 A - 4 8 ’ 4 8 ’ F R E N C H BR OAD R I V E R 60 ’ 48 ’ 48 ’ 3 6 ’ 60 ’ 24 ’ 36 ’ 36 ’ 36 ’ 12 ’ 12 ’ 36 ’ 3 6 ’ R ET A I N I NG WA LL R ET A I N I NG W A LL R ET A I N I NG W A LL R ET A I NI NG W A LL 16 ’ R ET A I NI NG WA L L R ET A I N I N G W A L L R ET A I N I NG W A L L R ET A I N I N G W A LL R ET A I N I NG W A LL R ET A I N I NG W A LL R ET A I N I NG W A L L F R E NCH BR O AD R I V E R GR EE NW AY HO M I NY C R EE K R E T A I NI NG W A LL M U L T I U S EP A T H MULTI USE PATH M U LT I U S E P A T H 35 ’ 2 4 ’ 35 ’ 3 5 ’ -LA- PT Sta. 17+36.69 -LA- PC Sta. 21+51.33 -LA- PT Sta. 27+19.90 -LA- TS Sta. 33+85.96 -LA- SC Sta. 36+01.96 - L A - C S S t a . 39 + 93 . 02 -LA- ST Sta. 42+09.02 -LA- TS Sta. 58+53.32 -LA- SC Sta. 61+77.32 -LA- CS Sta. 69+93.53 -LA- ST Sta. 73+80.46 -LA- PC Sta. 77+63.54 ASTON PARK HEALTH CARE CENTER CARRIER PARK PISGAH VIEW APARTMENTS -LA- PT Sta. 10+00.00 BEGIN STIP I-2513A END STIP I-2513C M A T C HL I N E S EE R O L L 3 M A T C HL I N E S EE R O LL 1 M A T C HL I N E S EE R O LL 7