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2020-01-02 - Agendas - FinalCITY OF ! _! FAYETTEVILLE \.� ARKANSAS City Council Transportation Committee Thursday, January 2, 2020 5:30 pm City Hall Room 326 MEETING AGENDA Members: Matthew Petty; Sarah Marsh; Sarah Bunch; Kyle Smith City Staff: Chris Brown, City Engineer; Terry Gulley, Transportation Director 1. Old Business: None 2. New Business: A. ELECTION OF A CHAIRPERSON B. TRANSPORTATION DIVISION WORKPLANS: Review of sidewalk and pavement management workplans by the Transportation Division. Lists of planned projects are attached. Click here for a map of the projects. (Staff requests a recommendation from the Committee to the City Council on this item) C. OLD WIRE ROAD RECONCILIATION CHANGE ORDER: Review of a proposed change order to the contract with Sweetser Construction for construction on the Old Wire Road Cycle Track project. (Staff requests a recommendation from the Committee to the City Council on this item) D. STEAMBOAT DRIVE EXTENSION: Review of plans for the extension of Steamboat Drive. This project is a 2019 Bond Program Project, and is necessary due to changes in access to Wedington Drive that will be made as part of the Wedington Interchange Improvements by ArDOT. As part of that project, Steamboat Drive will be signalized, and the signal at Shiloh Drive will be removed and Shiloh Drive north of Wedington will be converted to right -in right -out only access. The Steamboat Drive extension project will connect Shiloh and Steamboat, and provide better connectivity between businesses and safe access to Wedington Drive for the retail, restaurant, and hotel businesses in the area. It will also provide better connectivity between those businesses and the neighborhood to the north. (Staff requests a recommendation from the Committee to the Administration on this item) 3. Adjourn Mailing Address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 2020 STREET MAINTENANCE PLAN in y E O y J x o 3 E 1>0 = L c E W U a E m C m 3 2 5 a a d v T v z > i» 0 O U m d 1 ALLEY 250 E NORTH ST E OAKWOOD ST Alley 13 542 29 VM + Thick Overlay (> 2.0 - 3.0) + Strctd PI $ 13.25 $ 10,892 2 ALLEY 633 W PUTMAN ST W STONE ST Alley 12 641 29 VIA + Thick Overlay (> 2.0 - 3.0) + Strctd PI $ 13.25 $ 11,885 3 AMBER DR N OLD WIRE RD E CYPRESS LN Local 29 983 65 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 20,788 4 ASH ST N OLD WIRE RD N SAMANTHA AVE Local 29 353 56.3 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 7,463 ASH ST N SAMANTHA AVE EAST END Local 32 720 60.9 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 16,906 5 BAKER DR SOUTH END W ELM ST Local 1f2 g 480 67 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 7,700 6 BETTY JO DR W PERSIMMON ST W JEWELL RD Major Collector 27 725 40 FWM + Thick Overlay (> 2.0 - 3.0) $ 13.50 $ 30,834 BETTY JO DR W JEWELL RD W WEDINGTON DR Major Collector 27 617 44 FWM + Thick Overlay (> 2.0 - 3.0) $ 13.50 $ 26,244 7 BROWER AVE W SLIGO ST SOUTH END Local 16 307 63 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 3,581 8 CATTAIL CT WEST END S TALLGRASS DR Local 35 417 59 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 10,513 9 CHARLEE AVE E MISSION BLVD E CHARLEE ST Local 28 1,165 66 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 23,788 10 CHARLESTON XING SOUTH END E FREDRICKSBURG CIR Local 31 987 49 VIA + Thick Overlay (> 2.0 - 3.0) + Strctrl PI $ 14.25 $ 51,300 CHURCH AVE S CHURCH AVE ALLEY 51 Local 30 189 75 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 4,138 11 CHURCH AVE ALLEY 51 W MEADOW ST Local 30 181 69 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 3,963 CHURCH AVE W MEADOW ST W SPRING ST Local 29 368 65.7 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 7,781 CHURCH AVE N CHURCH AVE W MOUNTAIN ST Local 31 270 68 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 6,106 12 CRESTWOOD DR W RIDGEWAY DR W RIDGEWAY DR Local 25 1,856 38 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 33,831 13 DAVIS ST N LEVERETT AVE N OAKLAND AVE Local 23 823 45 FWM + Thick Overlay (> 2.0 - 3.0) $ 12.25 $ 27,048 14 DEAD HORSE MOUNTAIN RD S STONE BRIDGE RD DS@1588E S STONE BRIDGE RC Minor Arterial 20 1,588 69 Super Thin - 3/4" Overlay $ 3.40 $ 12,597 DEAD HORSE MOUNTAIN RD DS@1588E S STONE BRIDGE RC EAD HORSE MOUNTAIN RD WC Minor Arterial 24 2,146 72 Super Thin - 3/4" Overlay $ 3.40 $ 20,431 ELIZABETH AVE E OAKS MANOR DR E ROSEMONT ST Local 28 324 56 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 6,613 15 ELIZABETH AVE E ROSEMONT ST E OAKCLIFF ST Local 28 325 63 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 6,638 ELIZABETH AVE E OAKCLIFF ST E ROLLING HILLS DR Local 28 338 68 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 6,900 16 ELM N GARLAND AVE EAST END Local 20 650 N/A Thick Overlay (3" $ 12.25 $ 17,694 ELM ST W ELM ST N ERSTAN AVE Local 19 208 74 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 2,881 17 ELM ST N ERSTAN AVE N GREEN ACRES RD Local 20 751 57 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 10,950 ELM ST E ELM ST N BAKER DR Local 18 163 68 Edge Will + Thin Overlay (1.5 - 2.0) $ 6.25 $ 2,138 ELM ST N BAKER DR N GREGG AVE Local 18 739 60 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 9,700 18 ELMWOOD DR N OLD WIRE RD N BOSTON PL Local 19 1,217 58 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 16,863 19 ERSTAN AVE SOUTH END E ELM ST Local 26 453 59 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 8,563 20 FESCUE CT NE END S TALLGRASS DR Local 32 733 74.2 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 17,269 21 FREDRICKSBURG CIR N CHARLESTON XING SE END Local 34 583 42 VM + Thick Overlay (> 2.0 - 3.0) + Strctrl PI $ 14.25 $ 32,490 HACKBERRY DR E AMBER DR E OVERCREST ST Local 31 77 46 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 1,738 22 HACKBERRY DR E OVERCREST ST N WINWOOD DR Local 29 167 43 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 3,531 HAMESTRING RD W WEDINGTON DR HAMESTRING RD WC 842 Major Collector 23 1,403 28.6 VM + Thick Overlay (> 2.0 - 3.0) + Strctd PI $ 18.00 $ 67,770 Iof5 2020 STREET MAINTENANCE PLAN in C y E O y O J x o 3 v E > 10 = L c d E 1>0 U a E m C m 3 2 ' a a d v T v z � > i» O 0 m v N N HAMMOND ST N LUNSFORD AVE N CAROLYN DR Local 23 669 51 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 11,219 23 HAMMOND ST N CAROLYN DR N VIEWPOINT DR Local 24 354 54.9 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 6,194 HAMMOND ST N VIEWPOINT DR W SHADOWRIDGE DR Local 25 185 80.4 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 3,375 HAMMOND ST W SHADOWRIDGE DR W RIDGEWAY DR Local 29 120 79 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 2,538 HAPPY HOLLOW RD E PADDOCK RD E ACACIA XING Major Collector 26 253 73 Super Thin - 3/4" Overlay $ 3.30 $ 2,531 24 HAPPY HOLLOW RD E ACACIA XING E 4TH ST Major Collector 20 1,397 71 Super Thin - 3/4" Overlay $ 3.30 $ 10,758 HAPPY HOLLOW RD E 4TH ST E 5TH ST Major Collector 26 416 66 Super Thin - 3/4" Overlay $ 3.30 $ 4,165 HAPPY HOLLOW RD E 5TH ST E HUNTSVILLE RD Major Collector 27 850 73 Super Thin - 3/4" Overlay $ 3.30 $ 8,837 25 HARDY LN WEST END N CROSSOVER RD Local 35 800 73 Super Thin - 3/4" Overlay $ 3.10 $ 10,171 HARTMAN AVE W CENTER ST W HOTZ DR Local 26 664 57 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 12,588 26 HARTMAN AVE W CENTER ST W PALMER PL Local 26 362 66 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 6,863 HARTMAN AVE W PALMER PL W NETTLESHIP ST Local 27 312 61 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 6,144 HOLLY ST N LEVERETT AVE N STORER AVE Local 25 343 67.1 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 6,250 27 HOLLY ST N STORER AVE N OAKLAND AVE Local 25 339 53.8 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 6,181 HOLLY ST N OAKLAND AVE N LINDELL AVE Local 30 348 51 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 7,613 28 HOTZ DR N PALMER AVE N HARTMAN AVE Local 20 381 62.2 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 5,556 HUNTSVILLE RD E SOUTH ST ALLEY 267 Major Collector 22 250 73.3 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 4,173 HUNTSVILLE RD ALLEY 267 S COMBS AVE Major Collector 22 84 81 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 1,404 HUNTSVILLE RD S COMBS AVE S WILLOW AVE Major Collector 22 184 70.9 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 3,068 29 HUNTSVILLE RD S WILLOW AVE S BARTON AVE Major Collector 22 363 60.4 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 6,058 HUNTSVILLE RD S BARTON AVE S WOOD AVE Major Collector 22 300 63 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 5,005 HUNTSVILLE RD S WOOD AVE ALLEY 399 Major Collector 22 40 55 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 670 HUNTSVILLE RD ALLEY 399 S MASHBURN AVE Major Collector 27 566 78 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 11,590 30 JANE AVE SOUTH END E TOWNSHIP ST Local 29 261 51 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 5,519 31 JIMMIE AVE E TOWNSHIP ST E WESTVIEW DR Local 28 1,287 66 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 26,275 JOHNSON ST N WALNUT AVE ALLEY 444 Local 18 180 75 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 2,363 32 JOHNSON ST ALLEY 444 ALLEY 456 Local 18 71 70 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 931 JOHNSON ST ALLEY 456 N OLIVE AVE Local 18 199 68 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 2,613 33 JOYCE BLVD N CROSSOVER RD N VALERIE DR Minor Arterial 30 2,091 63 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 47,574 JOYCE BLVD N VALERIE DR DS@305E N VALERIE DR Minor Arterial 22 305 37 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 5,090 34 KARYN AVE E TOWNSHIP ST E WESTVIEW DR Local 22 1,282 60 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 20,563 35 LEAWOOD WAY WEST END N SURREY XING Local 35 298 37 VM + Thick Overlay (> 2.0 - 3.0) + Strctrl PI $ 14.25 $ 17,499 LEAWOOD WAY N SURREY XING EAST END Local 33 541 42 VM + Thick Oveday (> 2.0 - 3.0) + Strctd PI $ 14.25 $ 29,369 36 MARVIN AVE N SHILOH DR W WEDINGTON DR Local 29 1,518 41 FWM + Thick Overlay (> 2.0 - 3.0) $ 12.25 $ 62,916 37 MARWOOD AVE N WINDSWEPT LN E TOWNSHIP ST Local 24 209 57 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 3,656 38 MASHBURN AVE E MARTIN LUTHER KING BLVD E HUNTSVILLE RD Major Collector 33 153 51.8 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 3,829 2of5 2020 STREET MAINTENANCE PLAN in C y E O y O J x o 3 v E 1>0 = L c E E 1>0 U a E m C ) 2 ' a 1 d v T v z > i» 0 O m v W MEADOW ST N BLOCK AVE ALLEY 150 Local 30 189 73 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 4,138 39 MEADOW ST ALLEY 150 N CHURCH AVE Local 30 182 65 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 3,981 MEADOW ST W MEADOW ST ALLEY 36 Local 25 189 66 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 3,444 MEADOW ST ALLEY 36 N COLLEGE AVE Local 24 327 74.4 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 5,725 40 MILLER ST N YATES AVE N WOOLSEY AVE Major Collector 26 184 68 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 3,627 MILLER ST N WOOLSEY AVE N GREGG AVE Major Collector 25 348 62.2 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 6,598 41 MILO WAY WEST END S TALLGRASS DR Local 33 527 50.3 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 12,700 MILO WAY S TALLGRASS DR S ED EDWARDS RD WC 53 Local 28 609 69 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 12,431 MOUNT COMFORT RD N GARLAND AVE W JAMES ST Local 33 142 74 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 3,419 MOUNT COMFORT RD W JAMES ST N ADDINGTON AVE Local 23 868 62 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 14,556 42 MOUNT COMFORT RD N HIDDEN CREEK DR N BERKLEIGH DR Major Collector 26 982 62 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 19,364 MOUNT COMFORT RD N BERKLEIGH DR N HOSTA DR Major Collector 21 772 66 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 12,292 MOUNT COMFORT RD N HOSTA DR DS@150W N HOSTA DR Major Collector 20 150 55 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 2,275 MOUNT COMFORT RD DS@150W N HOSTA DR N BRIDGEPORT DR Major Collector 22 167 55 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 2,789 OAKLAND AVE W HOLLY ST W HOLLY ST Local 21 176 69 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 2,694 43 OAKLAND AVE W SYCAMORE ST W KELLEY ST Local 28 243 36.6 FWM + Thick Overlay (> 2.0 - 3.0) $ 12.25 $ 9,727 OAKLAND AVE W KELLEY ST W DAVIS ST Local 30 309 43.5 FWM + Thick Overlay (> 2.0 - 3.0) $ 12.25 $ 13,255 OAKLAND AVE W DAVIS ST W BEL AIR DR Local 27 331 39 FWM + Thick Overlay (> 2.0 - 3.0) $ 12.25 $ 12,777 44 OAKS MANOR DR N SHERYL AVE N ELIZABETH AVE Local 30 350 45 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 7,656 OAKWOOD ST N COLLEGE AVE N WASHINGTON AVE Local 26 346 36 FWM + Thick Overlay (> 2.0 - 3.0) $ 12.25 $ 12,863 45 OAKWOOD ST N WASHINGTON AVE ALLEY 250 Local 21 168 43.2 FWM + Thick Overlay (> 2.0 - 3.0) $ 12.25 $ 5,047 OAKWOOD ST ALLEY 250 N WANEETAH AVE Local 23 169 41 FWM + Thick Overlay (> 2.0 - 3.0) $ 12.25 $ 5,549 OAKWOOD ST N WANEETAH AVE N HILLCREST AVE Local 20 330 46 FWM + Thick Overlay (> 2.0 - 3.0) $ 12.25 $ 9,433 OLD FARMINGTON RD S SHILOH DR S GREEN POINT TRCE Major Collector 24 901 63 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 16,400 46 OLD FARMINGTON RD S GREEN POINT TRCE S CENTENNIAL PARK LN Major Collector 19 436 55 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 6,279 OLD FARMINGTON RD S CENTENNIAL PARK LN W SCOTTSWOOD PL Major Collector 28 319 77 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 6,773 OLD FARMINGTON RD W SCOTTSWOOD PL S ONE MILE RD Major Collector 27 512 59.1 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 10,485 OLD MISSOURI RD N OLD WIRE RD E WILKINS PL Major Collector 37 261 58.2 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 7,326 47 OLD MISSOURI RD E WILKINS PL E OAKCLIFF ST Major Collector 29 388 56 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 8,535 OLD MISSOURI RD E OAKCLIFF ST E ROLLING HILLS DR Major Collector 30 825 65 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 18,772 48 OLD WIRE RD N CROSSOVER RD N ACADIANA CT Minor Arterial 31 619 72.7 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 14,554 OLIVE AVE E GUNTER ST E JOHNSON ST Local 20 343 61 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 5,000 49 OLIVE AVE E JOHNSON ST E REBECCA ST Local 15 348 53 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 3,806 OLIVE AVE E REBECCA ST E PROSPECT ST Local 18 464 65 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 6,088 50 PALMER AVE W CENTER ST W PALMER PL Local 18 339 63 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 4,450 PALMER PL S PALMER AVE S HARTMAN AVE Local 22 302 59 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 4,844 3of5 2020 STREET MAINTENANCE PLAN in C y E O y O J x o 3 v E m = L c d E W U a E m C 3 2 ' a d v T v z � > i» 0 O m v ) N POPLAR ST N WOODLAND AVE N GREEN ACRES RD Major Collector 26 972 67 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 19,162 51 POPLAR ST N GREEN ACRES RD N COLLEGE AVE Major Collector 29 309 59 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 6,793 POPLAR ST N WOODLAND AVE N GREENVALLEY AVE Major Collector 26 357 56 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 7,040 POPLAR ST N GREENVALLEY AVE N YATES AVE Major Collector 23 314 83 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 5,480 PROSPECT ST N PARK AVE N WOOLSEY AVE Minor Collector 23 406 64 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 6,806 52 PROSPECT ST N WOOLSEY AVE N VANDEVENTER AVE Minor Collector 22 684 69.4 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 10,975 PROSPECT ST N VANDEVENTER AVE N WILSON AVE Minor Collector 23 476 50.3 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 7,981 53 SAMANTHA AVE E CHARLEE ST E ASH ST Local 25 261 54 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 4,756 SANG AVE W WEDINGTON DR W HATFIELD ST Minor Collector 26 441 52.6 EM/FWM + Moderate Overlay (2.0 - 3.0) $ 9.50 $ 12,711 SANG AVE W HATFIELD ST W HOLLY ST Minor Collector 27 237 45 EM/FWM + Moderate Overlay (2.0 - 3.0) $ 9.50 $ 7,097 54 SANG AVE W HOLLY ST W HOLLY ST Minor Collector 26 149 45 EM/FWM + Moderate Overlay (2.0 - 3.0) $ 9.50 $ 4,294 SANG AVE W HOLLY ST W LAWSON ST Minor Collector 27 329 50 EM/FWM + Moderate Overlay (2.0 - 3.0) $ 9.50 $ 9,842 SANG AVE W MITCHELL ST S PHILLIP DR Minor Collector 26 409 76 Super Thin - 3/4" Overlay+ Strctrl Ptch $ 4.50 $ 5,585 SANG AVE S PHILLIP DR W OLD FARMINGTON RD Minor Collector 29 268 63 Super Thin - 3/4" Overlay+ Strctrl Ptch $ 4.50 $ 4,082 SHERYL AVE E OAKS MANOR DR E BONNIE LN Local 27 343 68 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 6,750 55 SHERYL AVE E BONNIE LN E GLENN LN Local 28 344 61.4 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 7,025 SHERYL AVE E GLENN LN E ROLLING HILLS DR Local 30 350 65 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 7,656 56 SKILLERN RD WC 536 N OLD WIRE RD N BROOKBURY XING Minor Arterial 21 717 53.2 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 11,421 SKILLERN RD WC 536 N BROOKBURY XING DS@605E N BROOKBURY XING Minor Arterial 21 605 53 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 9,633 SLIGO ST S VALE AVE S RAZORBACK RD Local 24 342 59 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 5,988 57 SLIGO ST S RAZORBACK RD S BROWER AVE Local 24 139 71.7 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 2,431 SLIGO ST S BROWER AVE S ASHWOOD AVE Local 22 336 68.7 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 5,388 58 SOUTH ST S SCHOOL AVE ALLEY 417 Local 29 178 23 EM/FWM + Moderate Overlay (2.0 - 3.0) $ 9.25 $ 5,569 SOUTH ST ALLEY 417 S WEST AVE Local 30 173 20 EM/FWM + Moderate Overlay (2.0 - 3.0) $ 9.25 $ 5,606 STARR DR WC 350 692W W HUNTINGTON DR WC : 1120W W HUNTINGTON DR WC Minor Arterial 20 428 85 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 6,494 STARR DR WC 350 1120W W HUNTINGTON DR WC E CARMEL LN Minor Arterial 21 55 74 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 878 STARR DR WC 350 E CARMEL LN E CHELSEA LN Minor Arterial 23 106 46.1 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 1,846 STARR DR WC 350 E CHELSEA LN E JEFFREY LN Minor Arterial 25 389 48.5 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 7,378 59 STARR DR WC 350 E JEFFREY LN DS@335N E JEFFREY LN Minor Arterial 25 335 51.2 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 6,351 STARR DR WC 350 DS@335N E JEFFREY LN E CHEROKEE DR Minor Arterial 25 838 64 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 15,886 STARR DR WC 350 E CHEROKEE DR E MADISON DR Minor Arterial 27 834 61.4 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 17,076 STARR DR WC 350 E MADISON DR E MISSION BLVD Minor Arterial 27 407 71.3 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 8,333 STONE BRIDGE RD E HUNTSVILLE RD S DEAD HORSE MOUNTAIN RD Minor Arterial 34 430 83 Super Thin - 3/4" Overlay $ 3.40 $ 5,800 STONIEST S LEWIS AVE W BEDFORD LOOP Local 31 144 36 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 3,256 61 STONE ST W BEDFORD LOOP W BEDFORD LOOP Local 30 279 54 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 6,106 STONIEST W BEDFORD LOOP S CROSS AVE Local 29 212 53.2 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 4,481 4of5 2020 STREET MAINTENANCE PLAN in C y E O y O J x o 3 v E m = L c d E 1>0 U a E m C ) 2 ' a d v T v z � > i» 0 O m v W STONE ST S CROSS AVE S SANG AVE Local 27 626 61 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 12,325 TALLGRASS DR E HUNTSVILLE RD E TALON TRL Local 27 668 66.2 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 13,150 62 TALLGRASS DR E TALON TRL E CATTAIL CT Local 30 1,523 57 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 33,319 TALLGRASS DR E CATTAIL CT S FESCUE CT Local 30 198 69 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 4,331 TALLGRASS DR S FESCUE CT E MILO WAY Local 30 272 63 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 5,950 TOWNSHIP ST N COLLEGE AVE N JANE AVE Major Collector 43 284 63.7 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 9,263 TOWNSHIP ST N JANE AVE N FRESHWATER AVE Major Collector 35 197 62 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 5,226 TOWNSHIP ST N FRESHWATER AVE N BRONZE TREE DR Major Collector 26 268 62.7 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 5,285 TOWNSHIP ST N BRONZE TREE DR N MARWOOD AVE Major Collector 27 220 67 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 4,505 TOWNSHIP ST N MARWOOD AVE N BROPHY AVE Major Collector 27 272 70 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 5,571 TOWNSHIP ST N BROPHY AVE N KARYN AVE Major Collector 26 109 59 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 2,152 63 TOWNSHIP ST N KARYN AVE N JUNEWAY TER Major Collector 27 228 63 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 4,667 TOWNSHIP ST N JUNEWAY TER N JIMMIE AVE Major Collector 27 139 51 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 2,847 TOWNSHIP ST N JIMMIE AVE N SHERWOOD LN Major Collector 27 386 55 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 7,904 TOWNSHIP ST N SHERWOOD LN N BRIARWOOD LN Major Collector 27 450 69.1 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 9,217 TOWNSHIP ST N BRIARWOOD LN N WILDERNESS LN Major Collector 26 389 72 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 7,670 TOWNSHIP ST N WILDERNESS LN N HUMMINGBIRD LN Major Collector 27 301 54.3 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 6,162 TOWNSHIP ST N HUMMINGBIRD LN N COMMON DR Major Collector 25 111 55 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 2,106 TOWNSHIP ST N COMMON DR N OLD WIRE RD Major Collector 30 834 57.7 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 18,974 VALE AVE NORTH END W NETHERLAND WAY Local 22 170 72.7 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 2,725 64 VALE AVE W NETHERLAND WAY W SLIGO ST Local 18 254 51 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 3,331 VALE AVE W SLIGO ST W JUNCTION ST Local 17 315 53.8 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 3,906 VALE AVE W JUNCTION ST W CATO SPRINGS RD Local 17 578 56.9 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 7,163 65 VIEWPOINT DR W RIDGEWAY DR E HAMMOND ST Major Collector 23 1,282 73 Super Thin - 3/4" Overlay $ 3.30 $ 11,352 VIEWPOINT DR E HAMMOND ST E VIEWPOINT DR Major Collector 22 1,053 68 Super Thin - 3/4" Overlay $ 3.30 $ 8,920 WALNUT AVE E GUNTER ST E JOHNSON ST Local 11 17 340 67 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 4,213 66 WALNUT AVE E JOHNSON ST E REBECCA ST Local 18 351 86 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 4,606 WALNUT AVE E REBECCA ST E PROSPECT ST Local 18 479 59 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 6,288 67 WINWOOD DR E MISSION BLVD E HACKBERRY DR Local 28 637 64 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 13,006 WINWOOD DR E HACKBERRY DR E BRENT LN Local 24 1,304 64 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.25 $ 22,819 68 WOOLSEY AVE W SYCAMORE ST W ASH ST Minor Collector 22 692 42.9 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 11,544 WOOLSEY AVE W ASH ST W MILLER ST Minor Collector 20 340 54 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 $ 5,155 69 YATES AVE W MILLER ST W POPLAR ST Major Collector 1 22 1 382 1 66.6 1 Edge Mill + Thin Overlay (1.5 - 2.0) $ 6.50 1 $ 6,370 5of5 Proposed Sidewalk Projects 12612019 Sidewalk Ramps Drives Curb Pipe Drain Bx R. Wall R. Wall Street Need Eng Ward Strant Frnm Tn Plaramant Tv I annth Width F.rh 9:—h Fnot Coai V­h r Ft LJ4 Pn. 6 i2nm Tvnn Cnmmnn4c Const. st. Material Tima rncf 1 Rock St. . Mill Ave. Willow Ave. Int Rep 225 5 6 0 410 0 0 0 0 410 No Yes Jurbanism Crosswalk / Island at intersection 11 $17,932 2 Green Acres Rd, Township St. Colt Dr. East New 0 0 0 0 250 0 0 0 0 0 No No Urbanism Urbanism project - curb, street markings 5 $5.625 1 Finger Rd. MLK Jr. Blvd_ Walmart driveway West New 150 5 3 0 250 0 0 0 0 200 No Yes Bus Stop_Widen street for bus pull off 19 $17.513 3 Creekwood Ave. Township St Cul-de-sac North New 835 6 4 0 750 0 0 250 3 0 No Yes Request Connect neighborhood to Gulley Park and trail system 23 $63.064 2 Church Ave. Spring St. Meadow St. West Rep 340 10 2 1 0 3 0 0 340. Yes Yes Request Downtown walkability improvements with lights and trees 30 $93,914 2 Church Ave. Meadow St. Center St. West Rep 330 10 2 2 0 1 0 0 330 Yes Yes Request Downtown walkability improvements with lights and trees 23 $83.245 2 lChurch Ave. 1 Center St. Mountain St. West IRep 230 101. 2 1 0 0 0 0 230 Yes Yes Request Downtown walkability improvements with lights and trees 13 $55,032 2 1MeLdow St. I Church Ave. Block Ave. Both iRep 640 10 4 5 !. 01 2 01 0 640 No Yes Request Downtown walkability improvements with lights and trees 48 $138,923 2 Mt. Comfort Rd. JAddington Ave I Garland Ave. South I New 765 12 11 3 1,6651 9001 81 6001 61 700 Yes Yes Walk Complete sidewalk/trail connection 107 $233,986 Any IMaintenance lVarious Locations Any IRep TBD 4 TBD1 0 T13D1 01 01 01 01 0 No No Request Spot repairs to sidewalks to remove safely hazards 20 $5,000 = z>quare gum Totals 3,515 24 12 4,865 900 14 850 9 2,850 299 5714,234 2 Lewis Ave. Deane St. Wedin ton Dr. West New 1,1651 5 10 12 1.165 1.165 6 0 01 1,165 No Yes Fill gaps in sidewalk 103 $156,909 1 McClinton St Wood Ave Momin side Dr North New 1.325 5 5 6 1.325 1,000 8 0 0 1,325 No Yes Request Enclose drainage add curb. Drainage project pending- 97 $154.535 2 Lindell Ave. Hughes St. Cleveland St. West New 1.075 5 7 8 1,150 1,000 10 0 0 1.150 No No Request 106 $157,906 3 Mission Blvd North St Rockwood Trail East New 1.450 12 7 12 1,450 500 4 600 5 1,450 Yes Yes Request Possible trail section rather than sidewalk 107 $255,411 2 Dickson St Arkansas Ave College Ave. Both Rep In-house Evaluation upcoming 0 $0 Totals 5,015 29 38 5,090 3,665 28 600 5 5,090 413 5724,761 CITY OF FAYETTEVILLE %PF ARKANSAS MEETING OF JANUARY 7, 2020 TO: Mayor and City Council THRU: Don Marr, Chief of Staff Garner Stoll, Development Services Director Chris Brown, City Engineer FROM: Matt Casey, Engineering Design Manager DATE: December 18, 2019 CITY COUNCIL MEMO SUBJECT: Approval of Change Order #1 in the amount of $246,488.85 for the construction of the Old Wire Road Protected Bike Lane & Sidewalk Project. RECOMMENDATION: Staff recommends City Council approval of Change Order #1 in the amount of $246,488.85 for the construction of the Old Wire Road Protected Bike Lane & Sidewalk Project. The change order includes an increase in project cost of $269,018.95 for Schedule 1 which is the 2006 Transportation Bond Fund and a decrease in cost of $22,530.10 for Schedule 2 which is the Water and Sewer Fund. BACKGROUND: At the March 6, 2018 meeting the City of Fayetteville City Council approved a contract with Sweetser Construction, Inc. for the construction of this project. This project included storm sewer improvements, curb and gutter, a two-way cycle track and a 5' wide sidewalk along the east side of Old Wire Road. The Walton Family Foundation provided a 50/50 matching grant that paid $1,361,428.00 towards the construction of the cycle track along this project. DISCUSSION: City staff worked with the contractor to provide a quality project for the city as well as all of the property owners along the project. During the construction of this project, there were many adjustments and changes that were required given the complexity and nature of this type of project. These changes, while necessary to create a quality end product, resulted in additional construction costs. Major changes that resulted in additional costs include: • An overlay of the entire width of Old Wire Road instead of just the east half as originally designed • Placing extra thickness of asphalt at Township to avoid total removal and reconstruction of the roadway, thereby reducing the inconvenience to the traveling public • Additional driveway removal and replacement to create more comfortable slopes into and out of properties • Additional retaining wall construction to protect adjacent properties Mailing Address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 Secondly, the construction period exceeded the contract time by 200 days. Giving consideration to the field changes made during construction as well as the number of weather days experienced, the contractor was credited with 80 days of additional time. According to the contract agreement the contractor is to pay $750 for each additional day required to complete the project over the days allowed in the contract. This amounts to a $90,000 credit to the City. BUDGET/STAFF IMPACT: The roadway, cycle track, sidewalk and storm sewer portions of this project are funded by the Transportation Bond Fund and the grant from the Walton Family Foundation. The water and sewer relocations in this project are funded by the Water and Sewer Fund. The change order includes an increase in project cost of $269,018.95 for Schedule 1 which is the 2006 Transportation Bond Fund and a decrease in cost of $22,530.10 for Schedule 2 which is the Water and Sewer Fund. A budget adjustment will be required in the amount of $269,019 and will come from recognizing unallocated bond interest and closing out prior bond retainage. Attachments: Change Order 1 Vicinity Map CHANGE ORDER CITY OF EViLLE ARKANS ARKANiAss Change Order No. Reconciliation Change Order Contract Title: Old Wire Road Protected Bike Lane& Sidewalk Project (Ash St. to Gulley Park) Date of Issuance December 11, 2019 To Contractor: Sweetser Construction, Inc. The Contract is changed as follows: ORDINANCE/RESOLUTTON: Effective December It, 2019 Bid Item No. Bid Item Description Previous Estimated Quantity Unit of Measure Conctract Unit Price Revised Estimated Quantity Revised Unit Price Original Estimated Cost Revised Estimated Cost 1 Mobilization 1 LS $90,000.00 0 $0.00 $90,000.00 $0.00 6 R&D Existing Storm Sewer 726 LF $10.00 752 $10.00 $7,260.00 $7,520.00 7 R&D Existing Curb and Gutter 1805 LF $10.00 1817 $10.00 $18,050.00 $18,170.00 8 R&D Existing Asphalt Pavement 1156 SY $10.00 2119 $10.00 $11,560.00 $21,190.00 9 R&D Existing Concrete Pavement 1600 SY $10.00 176 $10.00 $16,000.00 $1,760.00 10 R&D Existing Concrete Driveway 628 SY $10.00 713 $10.00 $6,280.00 $7,130.00 13 R&D Existing 6' Wood Privacy Fence 605 LF $5.00 944 $5.00 $3,025.00 $4,720.00 14 Remove and Salvage Existing 3- Rail White Fence 360 LF $10.00 0 $10.00 $3,600.00 $0.00 16 R.&D Existing Street Sign and Return to Owner 19 EA $100.00 7 $100.00 $1,900.00 $700.00 19 R&D Existing Concrete Sidewalk 645 SY $10.00 649 1 $10.00 $6,450.00 $6,490.00 24 Rock Excavation 100 CY $225.00 37.4 $225.00 $22,500.00 $8,415.00 26 4" Topsoil Placement 10200 SY $4.50 13075.22 $4.50 $45,900.00 $58,838.49 27 *Undercut and Stone Backfill 100 CY $38.00 0 $38.00 $3,800.00 $0.00 28 18" RCP, Class III, Under Pavement 398 LF $50.00 73 $50.00 $19,900.00 $3,650.00 29 18" RCP, Class III 1613 LF $43.00 1863 $43.00 $69,359.00 $80,109.00 30 24" RCP, Class III, Under Pavement 302 LF $77.00 105 $77.00 $23,254.00 $8,085.00 31 24" RCP, Class III 920 LF $66.00 1253 $66.00 $60,720.00 $82,698.00 32 30" RCP, Class III l 1 LF $90.00 7.5 $90.00 $990.00 $675.00 34 36" RCP, Class 111 114 LF $151.50 110 $151.50 $17,271.00 016,665.00 35 42" RCP, Class III 19 LF $172.50 24 $172.50 $3,277.50 $4,140.00 36 48" RCP, Class 11L Under Pavement 168 LF $213.00 115 $213.00 $35,784.00 $24,495.00 37 48" RCP, Class III 547 LF $177.50 619 $177.50 $97,092.50 $109,872.50 38 18" RCP FES w/Curtain Wall 8 EA $850.00 7 $850.00 $6,800.00 $5,950.00 39 Concrete Collar (Connection to Existing Storm Sewer) 3 EA $200.00 1 $200.00 $600.00 $200.00 41 5" DIA. Drop Inlet 2 EA $3,800.00 3 $3,800.00 $7,600.00 $11,400.00 50 12" Nyloplast Drain Basin with (irate 2 EA $1,800.00 3 $1,800.00 $3,600.00 $5,400.00 51 12" ADS NI Storm Sewer Pipe 112 LF $34.00 132 $34.00 $3,808.00 $4,488.00 53 Rip Rap w/Filter Blanket 25 SY $75.00 150.11 $75.00 $1,875.00 $11,258.25 54 Pavement Milling 7821 SY $2.90 4316 $2.90 $22,680.90 $12,516.40 55 Class 7 Aggregate Base Course 1269 TON $28.00 1587.07 $28.00 $35,532.00 $44,437.96 56 HMAC Surface Course (PG70-22) 1255 TON $77.30 2278.82 $77.30 $97,011.50 $176,152.79 57 HMAC Binder Course (PG70-22) 261 TON $73.85 1334.27 $73.85 $19,274.85 $98,535.84 58 Asphalt Concrete Patching for Maintenance of Traffic 75 TON $125.00 94.19 $125.00 $9.375.00 $11,773.75 59 Aggregate Base for Roadway Maintenance 50 TON $28.00 50.79 $28.00 $1,400.00 $1,422.12 Page 1 of 4 Bid Item Bid Item Description Previous Estimated Unit of Contract Revised Estimated Revised Unit Original Revised Estimated Cost No. Quantity Measure Unit Price Quantity Price Estimated Cost 60 Asphalt Street T-Patch 250 SY $75.00 263.53 $75.00 $18,750.00 $19,764.75 4" Class B 4000 PSI Concrete 61 Pavement (For Road Widening) 545 SY 1 $52.00 831.94 $52.00 $28,340.00 $43,260.88 62 18" Concrete Curb & Gutter 5880 LF $14.00 6767 $14.00 $82,320.00 $94,738.00 63 24" Concrete Curb & Gutter 428 LF $14.00 500 $14.00 $5,992.00 $7,000.00 64 Stamped Concrete Buffer 1620 SY $136.18 1555 $136.18 $220,611.60 $211,759.90 4" Concrete Cycle Track w/Class 65 7 Base 4900 SY $45.00 4241 $45.00 $220,500.00 $190,845.00 4" Concrete Sidewalk w/Class 7 66 Base 2300 SY $45.00 3351 $45.00 $103,500.00 $150,795.00 6" Wide Concrete Sidewalk 67 Turndown 40 LF $20.00 42 $20.00 $800.00 $840.00 6" Concrete Driveway w/Class 7 68 Base 940 SY $56.00 2222.99 $56.00 $52,640.00 $124,487.44 71 Modular Block Retaining Wall 4450 SF $48.00 5944 $48.00 $213,600.00 $285,312.00 Brown Washed River Rock with 72 Fabric 345 SY $35.00 164.36 $35.00 $12,075.00 $5,752.60 73 Furnish and Install Mailbox 19 EA $200.00 20 $200.00 $3,800.00 $4,000.00 74 Solid Sod 10200 SY $4.00 13075.22 $4.00 $40,800.00 $52,300.88 75 6' Wood Privacy Fence 940 LF $30.00 1054 $30.00 $28.200.00 $31.620.00 76 -' Rail Wood Fence 70 LF $25.00 0 $25.00 $1,750.00 $0.00 77 Ameristar Fence 363 LF $50.00 393 $50.00 $18,150.00 $19,650.00 78 Temporary Chain Link Fence 100 LF $26.00 608 $26.00 $2,600.00 $15,808.00 Tree Protection Fencing (Use as 79 Directed) 500 LF $5.00 0 $5.00 $2,500.00 $0.00 24" Solid White Pavement 80 Marking (Thermoplastic) 44 IF $25.00 46 $25.00 $1,100.00 $1,150.00 Brick Pattern Pavement Marking 81 (Thermoplastic) 192 1 SF $35.00 178.25 $35.00 $6,720.00 $6,238.75 8" Solid Yellow Pavement 82 Marking (Paint) 4250 1 LF $5.00 0 $5.00 $21,250.00 $0.00 6" Solid White Pavement 83 Markings (Thermoplastic) 940 LF $1.25 1116 $1.25 $1,175.00 $1,395.00 4" Solid White Pavement 84 Markings (Thermoplastic) 20 LF $1.00 0 $1.00 $20.00 $0.00 4" Solid Yellow Pavement 85 Markings (Paint) 406 LF $2.00 4439 $2.00 $812.00 $8,878.00 6" Yellow Pavement Markings 86 (Paint) 16 LF $3.00 0 $3.00 $48.00 $0.00 6" White Pavement Markings 87 (Paint) 16 LF $3.00 0 $3.00 $48.00 $0.00 4" Skip Yellow Pavement 88 Markings (Paint) 1162 LF 1 $2.00 1167 $2.00 $2,324.00 $2,334.00 6" Solid Double Yellow Pavement 89 Markings (Thermoplastic) 4868 LF $2.50 5337 $2.50 $12,170.00 $13,342.50 ] 2" Solid Wli to Stop Bar 90 IThermoplastie,) 245 LF $15.00 221 $15.00 $3,675.00 $3,315.00 72" x 24" White Crosswalk Stripe 91 (Thermoplastic) 84 EA $150.00 89 $150.00 $12,600.00 $13,350.00 Y' x _'0" White Ekphanl I T1 92 1 (Thermoplastic) 140 EA $30.00 128 $30.00 $4,200.00 $3,840.00 Green Bicycle Lane Coating for 93 Intersections 4458 SF $25.00 5339 $25.00 $111,450.00 $133,475.00 White Pavement Symbols (Arrows 94 -Thermoplastic) 35 EA $400.00 10 $400.00 $14,000.00 $4,000.00 White Pavement Symbols ("Only" 95 Thermoplastic) 6 EA 1 $450.00 8 $450.00 $2,700.00 $3,600.00 Pavement Symbols (Helmeted 96 1 Bicyclist Symbol - Thermoplastic) 21 EA $750.00 0 $750.00 $15,750.00 $0.00 24" x 30" R2-1 Speed Limit Sign 97 w/Support 7 EA $400.00 6 $400.00 $2,800.00 $2.400.00 Page 2of4 Bid Item Bid Item Description Previous Estimated Unit of Conctract Revised Estimated Revised Unit Original Revised Estimated Cost No. Quantity Measure Unit Price Quantity Price Estimated Cost D3-1 Street Name Sign 99 w/Mounting Hardware 10 EA $400.00 12 $400.00 $4,000.00 $4,800.00 24" x 24" W2-4 Traffic Sign with 103 18" x 9" W(Special) Look Sign 20 EA $400.00 0 $400.00 $8,000.00 $0.00 30" x 30" R10-15 Traffic Sign 104 IwISupport 29 EA $400.00 20 $400.00 $11,600.00 $8,000.00 110 Relocate Existing Utility Sign 1 EA $200.00 0 $200.00 $200.00 $0.00 Erosion Control Sediment Log 114 Check 2 EA $350.00 0 $350.00 $700.00 $0.00 Erosion Control Curb Inlet 115 Protection 32 EA $200.00 2 $200.00 $6,400.00 $400.00 116 Erosion Control Silt Fence 5122 LF $5.00 4509 $5.00 $25,610.00 $22,545.00 118 Street Light Pullbox 6 x 8 58 EA $275.00 57 $275.00 $15,950.00 $15,675.00 119 1 1/2" Electrical Conduit 4300 LF $13.00 4785 $13.00 $55,900.00 $62,205.00 Street Light Fixture, Pole and 120 Foundation 56 EA $3,875.00 55 $3,875.00 $217,000.00 $213,125.00 Remove Section and Set New Post 122 for Existing 3-Rail Wood Fence 1 I LS $700.00 0 $700.00 $700.00 $0.00 Extend Existing 4" Drain Line and 123 Connect to Drop Inlet 1 EA $700.00 4 $700.00 $700.00 $2,800.00 Traffic Signal Cable (7014 131 A.W.G.) 424 LF $2.00 961 $2.00 $848.00 $1,922.00 Tragic Signal Cable (20CI14 132 A.W.G.) 735 LF $4.45 641 1 $4.45 $3,270.75 $2,852.45 133 Lead in Cable (Feeder Wire) 719 LF $1.00 736 $1.00 $719.00 $736.00 134 Nnn-kleialiic Conduit (3") 559 LF $24.50 590 $24.50 $13,695.50 $14,455.00 147 Video Cable 1402 LF $2.65 1428 $2.65 $3,715.30 $3,784.20 148 Coax Cable (8281) 1402 LF $0.70 1428 $0.70 $981.40 $999.60 Electrical Conductor; -in -Conduit 150 (108 A.W.G., EGC) 582 LF $1.30 563 $1.30 $756.60 $731.90 Electrical Conductors for 151 Luminaires (2012 AWG) 559 LF $1.15 470 $1.15 $642.85 $540.50 Traffic Signal Cable (7C/14 158 A.W.G.) 275 LF $2.00 514 $2.00 $550.00 $1,028.00 Traffic Signal Cable (20C/l4 159 A.W.G.) 72 LF $5.30 12 $5.30 $381.60 $63.60 160 Lead in Cable (Feeder Wire) 130 LF $1.15 125 $1.15 $149.50 $143.75 161 Non -Metallic Conduit (3") 94 LF $24.50 96 $24.50 $2,303.00 $2,352.00 162 Non -Metallic Conduit (2") 20 LF $9.00 31 $9.00 $180.00 $279.00 163 Galvanized Steel Conduit (1,25") 8 LF $12.85 0 $12.85 $102.80 $0.00 164 Concrete Pull Box (Type 1) 2 EA $690.00 3 $690.00 $1,380.00 $2,070.00 Traffic Signal Pedestal Pole (5.5) 168 with Foundation 2 EA $1,800.00 1 $1,800.00 $3,600.00 $1,800.00 Electrical Conductors -in -Conduit 169 (2C/6 A.W.G., EGC) 8 LF $4.60 81 $4.60 $36.80 $372.60 Eiecorical Conductors -in -Conduit 170 11 C/8 A.W.G., EGC) 150 LF $1.30 136 $1.30 $195.00 $176.80 Ek-Ltri7d Conductor% fi+r 171 Luminaires (2C/12 AWG) 124 LF $1.15 131 $1.15 $142.60 $150.65 Service Point Assembly (2 173 Circuits) 1 EA $1,500.00 2 $1,500.00 $11500.00 $3,000.00 198 24"RCP FES with Curtain Wall 0 EA $0.00 1 $1,100.00 $0.00 $1,100.00 Ameristar Access Gates Self 199 Closing 0 EA $0.00 2 $562.20 $0.00 $1,124.40 200 Precast Manhole (Township) 0 LS $0.00 1 $8,080.00 $0.00 $8,080.00 Pavement Marking Stripe 201 Grinding 0 LF $0.00 240 $1.20 $0.00 $288.00 Reflectorized Paint Helmeted Bike 202 Rider w/Arrow Symbol 0 EA $0.00 24 $360.00 $0.00 $8,640.00 Bike/Ped. Crossing (W ] 1-15) with 203 Arrow 0 EA $0.00 2 $400.00 $0.00 $800.00 Page 3 of 4 Bid Item No. Bid Item Description Previous Estimated Unit of Revised Conctract Estimated Revised Unit Original Revised Estimated Cost Quantity Measure Unit Price Quantity price Estimated Cost Bike Lane Ends Use Cycle Track 204 Sign (Special) 0 EA $0.00 1 $275.00 $0.00 $275.00 205 1 No Right Turn on Red Arrow Sign 1 0 EA $0.00 1 $275.00 $0.00 $275.00 Street Light Fixture, Pole and 206 Foundation, Material Only 1 0 EA $0.00 1 $2,529.25 M.00 $2,529.25 Schedule 1 Summation of Cost $2,425,21155 $2,694,23050 Net Cost for Schedule 1 $269,018.95 8"PVC, C-900, Class 200 DR-14 175 Water Main 320 LF $39.50 195 $39.50 $12,640.00 $7,702.50 6" PVC, C-900, Class 200 DR-14 176 Water Main 20 LF $35.50 53 $35.50 $710.00 $1,881.50 177 1" Copper Water Service Tubing 60 LF $26.00 57 $26.00 $1,560.00 $1,482.00 178 8" Gate Valve with Box 2 EA $2,400.00 1 $2,400.00 $4,800.00 $2,400.00 Epoxy Coated Ductile Iron 182 Fittings 3500 LB $7.00 1343 $7.00 $24,500.00 $9,401.00 184 Remove Existing Meter Setting I EA $500.00 0 $500.00 $500.00 $0.00 16" Direct Bury Steel Casing 186 (Direct Bury) 99 LF $120.00 100 $120.00 $11,880.00 $12,000.00 187 2" HDPE Casing 50 LF $13.00 30 $13.00 $650.00 1 $390.00 Cut and Cap Existing 6" Water 188 Main 4 EA $450.00 3 $450.00 $1,800.00 $1,350.00 Adjust Existing Water Valve to 189 Grade 9 EA $300.00 3 $300,00 $2,700.00 $900.00 Adjust Sewer Manhole to Grade 192 1 Using Riser Rings 4 EA $300.00 0 $300.00 $1,200.00 $0.00 193 Concrete Anchor Collar 2 EA $200.00 1 $200.00 $400.00 $200.00 Remove Cone and Reconstruct 195 Sewer Manhole to Grade 1 EA $1,500.00 2 $1,500.00 $1,500.00 $3,000.00 196 6" Gate Valve with Box 0 EA $0.00 1 $883.50 $0.00 $883.50 197 12" Direct Bury Stec] Casing 0 LF $0.00 12 $59.95 $0.00 $719.40 Schedule 2 Summation of Cost $64,840.00 $42,309.90 Net Cost for Schedule 2 ($22,530.10) The was Net change by previously authorized change orders $ The Contract Price prior to this Change Order was $ 3.891,37255 The Contract Price will be increased by $246.488.85 The new Contract Price including this Change Order will be _ $ C137,961A0 The Contract Time(s) will be increased by 80 calendar days Required dates of Completion as of the date of this Change Order therefore are: Substantial Completion 23-Jun-19 Final Completion_____ 23-Jul-19 NOTE:This summary does not reflect changes in the Contract Price or Times(s) which have been authorized by Work Change Directives not incon Sweetse ns c ' , Inc. CITY OF FAYETTEVILLE ATE BY DATE Page 4 of 4 oLED WIRE ROAD PFRO1rEC1rE1D BIKE LANE 8& SIDEWALK PROJECT (ASH ST _ To G V L L EY PARK) for the City of Fayetteville VICINITY MAP Gulley Park Pavilion ownship St E Township St �a o I St ova E Stewart St z z rn eb 1 C. n E q pvercrest St m E Elm St E c Dt 3 c E Mi as BEGIN CONSTRUCTION z O ' Fairview Memorial " E Ash St Cemetery BID No. 18-21 � CITY OF JANUARY 2018 � FAYETTEVILLE ARKANSAS ENGINEERING DIVISION PHONE: (479) 575-8206 FAX NO: (479) 575-8202 v 4M _ N K D O L W LL Q � _ _ , DOROTHY JEAN_ NE ST. ' P /1 .I MM IL 1 _ F�r O � . b Q ¢ m ' WEDWGTON DR.44 .' Notes: 1. Connects Neighborhood to Commercial Area 2. Provides Connection to New Signal at Steamboat Drive r ' O rri M 7 DOROTHY JEANNE ST. •:' •.i Estimated Cost $670,000.00 Aft CITY OF STEAMBOAT DR.— _ DOROTHY J EAN N E ST. ARKANSAS FAYETTEVILLE CONNECTION r 2019 BOND PROGRAM SURVEYED BY: DD DRAWN BY: MB DESIGNED BY: MC Z W O Z 0 Cl W U H O W LU (1) m Q Q � U a c! O ~ w 26'-0" 6" ABC CLASS 7 24" SELECT EMBKANKMENT 24'-0" BC/BC 1.5' 10'-0" MULTI -USE TRAIL 10'-6" 10'-6" 6'-0"SIDEWALK 4" CLASS A CONCRETE (3500 PSI) 2" HMAC SURFACE COURSE PG 64-22 (Nmax=115) 2" HMAC SURFACE COURSE PG 64-22 (Nmax=115) WITH FIBER 4'-0" GREENSP CE WRACK COAT (0.05 GAL SY RESIDUAL) W/TACK COAT (0.05 GAL/SY RESIDUAL) V-0" GREENSPACE 4" CLASS A CONCRETE (3500 PSI) 4" ABC CLASS 7 4" ABC CLASS 7 3"HMAC BINDER COURSE PG 64-22 (Nmax=115) w 3"HMAC BINDER COURSE PG 64-22 (Nmax=115) w f AR1 CD 1' (9j w 1, i 0 a E I TYPICAL SECTION STEAMBOAT DRIVE 2-LANE PAVEMENT SECTION NOTES: 1. 24" OF SELECT EMBANKMENT WILL BE REQUIRED UNDER THE ROADWAY IN ALL AREAS OUTSIDE OF EXISTING STREET SECTIONS. 2. SELECT EMBANKMENT SHALL BE USED IN ALL FILL AREAS TO ACHIEVE FINISHED GRADE UNLESS OTHERWISE NOTED. Z N LJJ J a LL > U) LLJ 0U) LU Q z v < Y Z z U�¢ —0 LLJ LLJ LFA 4L% V W ,A Dec 04, 2019 003 dfOTE: ALL DISTURBED AREAS WILL I & I , '& #1 / 1 TIE INTO EX. 2 F-( / M BE VEGETATED WITH BERMUDA SOD �, x CHP LLC s ^ ADJUST TO FINISH GRADE CURB AND UTTERi 765-13689-001 NOTE: SEE PP-2 ry/ /. \ / EX. ELEV:1268.85 � \ I TCE - P.O. BOX 3450 _ TIFOR GRADING / / pR9P. ELEV:1268.zp6 NSTALL TRUNCAT D MES// eARRY & MARY HALE \ // BENTONVILLE, AR rcE // / / ALONG BACK OF CURB FOR BEHIND TRAIL / / � `L 765-18149-000 A — i r x 72712 THE FULL VyIDT OF TRAI 3035 W. MULBERRY ST. F&I APPROX. 71 LF OF 6' WOOD //'' / FAYETTEVILLE,AR PRIVACY FENCE 2 FT. FROM f j 7270� THE EDGE OF SIDEWALK \ 1 , PP \EX. 70 — EXRNNDI V / EX, / Er/ / 9/ ADALANG 101. T 1 TAPER CURfi In i 0 EX. SIDEWALK p T CURB � 5,5 TAPERURB T. URB TAPER C, 10- DING X, —_ 10, #1 .S /3 3n I I I � I 45 - GA � i C&�IECT m TO EXISTING I R-S b) K I I 28' BC/BC c l MIL 3 BU 0 o / \ 2+00 I "HE _ .�. p 277' 7c -- 7.9 s 2 FT. CURB TAPER R25 INSTALL TRUNCATED 4+00 C3 DOMES FULL WIDTH OF — A-RAr— W.D ROTHYJEANNE GRADE i ST. _ BREAI\L 13.41' : EX. C/L 0.71! R15' BC:67.63 013E �= SW.84 -- E pax 1267 NE E EX�A1'�TO SUBGRADE - GH nva xa COMPOSITE STREET SECTION Go o 3 SW67 --- 9 1266 (6 CLASS 7, 3 2' HMAC BINDER, MAC SURFACE) IN EX. STREET / I 6 o ADA LANDING -- 9?6 5qE CTION II OCATIONS — — 3.65' � 1 �--------------- �� — WITH RAMP / 2 IN. OF ELECT ,_ STA.3+51.73 ____-- \ ------ / 1264I --- I� I o R DUCE REENS ACE TO EMBANKMENT IS REQUIRED IN " BEGIN TAPERING DRIVEWAY PAVEMENT SECTION: 1263 \ MAINTAIN 2 FT. MIN. FROM 18.50' AREAS OUTSIDE OF EXISTING CURB TO TIE INTO 6 IN. ABC CLASS 7 ON UNYIELDING — — — — — — — — BACK OF CURB TO STR ET ECTIONS EXISTING CURB EAST REDUCE GREE SPACE _ SUBGRADE & 6 IN. CLASS A 1 f FROM 6FT.TO4FT.AT _----- TICE SIDEWALK TURNeQWN _TCE I I OF DRIVEWAY, CONCRETE r r �' DRIVEWAY. 10 FT. MIN. TCE" — TCE SOUTH LANE WIDTH TCE SIDE_W LKTAPER BC: .83 I � STA. 1+03 T01+81 ,,� i —TCE — icBNILL VARY T � — _ i BC:6 .66 CONSTRUCT APPROX. / _ — TCE C€ — TCE 61 L.F. OF 6IN. CONCRETE \ v 24' BC/BC — rcE E —TCE SIDEWALK TURNDOWN WITH / LIGHTBEARERS MINISTRIES �— TCE \ TAPER CU B CURB, TURNDOWN MUST BE \ ��� 765-13701-001 CONTRACTOR NEEDS TO MAINTAIN DRIVEWAY ACCESS FOR \ ENDS, 2 FT. \ POBOX 9911 I I LESS .. THAN 30 IN., ADJUST \ EMERGENCY PURPOSES. IF THE CONTRACTOR NEEDS TO IN. \ FAYETTEVILLE, AR 72703 I I \ ADJACENT GRADE AS \ CLOSE THE DRIVEWAY DUE TO CONSTRUCTION ACTIVITIES, � \ NEEDED, SEE DETAIL HE/SHE MUST SUBMIT A PLAN TO REOPEN THE DRIVEWAY \ AS SOON AS PO SIBLE. vv I I I I 1 - GA'S GAS - L GAS GUNNED I U "^O 30' TAPER XISTING 6' SIDEWALK I I I XCAVATE TO UbGRADE ELEV ON & LLCONSTRUCT COMPOSITE STREET SECTION (6' O LASS 7, 3" HMAC BINDER, 2" HMAC SURFACE) ,I (N EX. STREET SECTION LOCATIONS 4' —' 68.57 4 FT. CU STA. 2+95 TO 3+47 R25' ' 24 BC/BC 10.5' REDUCETO KEEP _ AT C2 3+00 INSIDE EX. ROW _ — — uG ---STEAMBE o — bHE \-- II u—r 10.5' OHE_. _ OHE PROD/dHE / -ucr -- -- . ucr R15' . B E — - OHE �Gi .68. - -PT ----- PIL SW:68.06 CURVE TABLE CURVE # RADIUS LENGTH CHORD DIRECTION START POINT END POINT C1 100, 159.01 N47o 14' 35.47"E (661420.48,643657.30) (661525.31,643754.24) C2 1000, 120.71 N890 20' 20.65"E (661553.13,643752.88) (661673.76,643754.27) C3 1000, 121.78 N89° 22' 10.99"E (661673.76,643754.27) (661795.46,643755.61) LINE TABLE LINE # LENGTH DIRECTION START POINT END POINT L1 44.15' N1 ° 28' 49.44"E (661419.33,643613.17) (661420.48,643657.30) L2 27.85' S87o 12' 09.86"E (661525.31,643754.24) (661553.13,643752.88) L3 58.60' S87° 08' 29.17"E (661795.46,643755.61) (661853.98,643752.69) 30 0 30 Scale: 1 " = 30' SCALE:30H: w o.6 m m o o rn rn M m rn.6 ^.6r6 2 w LL r N m !� c0 N m O N m o aG rn m eG m m 1� a0 m 1- m 1. N N c0 m 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 SURVEYED BY: DID DRAWN BY: MB DESIGNED BY: MC Z W O W J_ w Z LL + Q w a O O m Z O Q Q O Q Z Lu a� U) O a in IMI Z O N W w LL > C/) I. N W �HC¢ W Q z r >- Y Z z ULQJ_¢ —0 Lu w M Z W DATE: Dec 26, 2019 SHEET: PP-1 DRAWING: St —but DO, Proposed Base Map NOTE: ALL DISTURBED AREAS WILL BE x / VEGETATED WITH BERMUDA SOD / - w I 1 I 11d Td . . 1td d 1d I—: lld -- - SURVEYED BY Do DRAWN BY: MB � lld lld X lld 1W / %O / \ X X X 11d XC¢a7s P / I vDi l D S _ DESIGNED BY: MC J�f 24'� CHARLES & CHARLOTTE SMITH FAMILY TRUST 24"/ / ������ ^� I / 765-13664-000 I"f( _Y D� / 104 W. DOROTHY JEANNE ST. FAYETTEVILLE, AR 72704 'NOtICE' 30 0 30 c x AREA SHALL BE FILLED AND GRADED 1 / TO ALLOW WATER TO DRAIN OVER / / / 1 / ° STA. 4+15.18 TO END _ BEGIN TAPERING CURB TO < TRAIL. WATER WILL NOT BE ALLOWED / / / TOP ND / / Q TIE INTO EXISTING CURB BEAST OF DRIVEWAY, ` > + C i3 f \ FLOWLINE: Scale: 1" = 30' z NORTH LANE WIDTH WILL I r „ CE GRADE AREA TO DRAIN 2� CONSTRUCT NEW CONCRETE W Fn W > � J Z CHP LLC i / / / / / �{' /� 765-13689-001 0 / / /" 30.61' T _ m , - - TCE DRIVEWAY WITH A BELLY TO ALLOW WATER TO FLOW ACROSS, 4 IN. CLASS A CONCRETE WITH 4 IN. MIN. CLASS 7 w Z LL a W 0 W ^a, - x P.O. BOX 3450 / �/ / / // TCE BENTONVILLE,AR N ' 1 j m JII TCE — rc 16 BASE, CONCRETE INSIDE ROW SHALL BEGIN. Q � � - S x 72712 —TCE TCE7_��/ �ti / v F I 1 ...- CURB TAPER I x 0 a + Q Q ti_ 9�7A --_ �� Tq 5 TIE INTO E4FT. ��� SIDEWALK m W a Q %• - EX.RI EX.RW EX�jvy // / E �c'6� E 14 / _.. . // _ Q J d E RNiJ� �� EX.RNJ CL EX.RAi 4x JK/ I ' 10.5' 2+00 - 10.5 GM TO BE RELOCATE 4+00� BY OTHERS 5+0 _ - r=--- 13.5 30.29' BC/BC s s 5 6 s- -- -I L2 3+00 x STEAMBOAT-24BC/BC C2 _ --�- �_l _ _�— - —+— - W_ j1 + _� — — FURNISH AND INSTAL L 5+32 p3 W.DCROTHYJEANNEST. _ �_ 1 \ J� F DRIVE-- ucr _ o oHF PP ucr �_ \ ---'oHF PROP. ucr �,�� - � � 10.5' 6N€ -- oHE / Gr I - - - - - � -- , y6$ 12.68' _ 1 NEW MAILBOX AND EX. C/L - - 13.5 - MILL 3" BUTT - - oHE — oHE -----,ucr E °°T SUPPORT JOINT - - ..� --_ - - - - - - '" ,. - - PIL -----_ PIL E -- - OR --- — - -_ - - E O'FTE' O,NE - 019E _ I --- ORE _— ORE - - - - ONE - - - 1267----_-- - -X3 MRl' 1266 - - - - _-MJ21X3 _ -I M/d"X3 A% wTIEINTOEX.2FT. - _ _ t X3 X3 - - - - - - - - - EXCAVATE TO SUBGRADE AAM X3 w A -_-_- - - - - _ ----_- -iw _ _-�-- -- -ELEVATION &CONSTRUCT -CURB AND GUTTER- 1265 TERMINATE ( �rr- �T S. RNSA A 11r - --- T - - ------- � SIDEWALK AT ADA _ _ _ CLASS 7, 3"HMAC BINDER, 2"HMAC _ _ _ - - - - - I _ 1264 � SURFACE) INEX.STREET SECTION � / _-- LANDING AND I � T ED I = _-__-_-1263LOCATIONS__- ----------- -----__-- I i E TCE TCE I �� � I TCE TCE TCE- — �—TCE __MP / / I ----- 11 kONo. 24 g 4 LIGHTBEARERS MINIS�fOt�ES TCE — TCE — OE TCE T—'CE- 76 P.O. BOX 9911— �-GE —/TC E— TICE TCE TCE TCE T- ——� FAYETTEVILLE, AR 72703 / - - SCALE:30H: Z 10V O 1280 L u N —i W LL LVC: 75.00 v rn W LL V) a o ly O F- C/) Z o N N W L W II W Lu Y Z QCE ZD ULLQ 0 LLJ 3 _ ,.__----- _s --- -------- — — — — — a, -------- ------ f � Li i®® M __ ------- _ W DATE: Dec 26, 2019 W Q= 00 W G W O N R N of of R R cG ad R N cc;c rcc;n7 N R r R N r N R n7 f` R N N N a) N m n) N � r N R R N N R � R SHEET: PP-2 xUr 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+25 DRAWING Steamhaat Bnve Proposed Base Map