Sign Billboard Gate Sign Gate Sign Sign Sign Sign Sign Sign Gate Gate Billboard Culvert Gate Gate Sign Sign S TL S TL LP S S LP TFP TFP LP LP LP S S TFP 1-19 Sign LP S LP LP TFP/LP MH LP MH S LP S Sign LP LP S S S S TFP LP S S LP MH LP S MH FH FP LP LP Sign FH Sign S TFP S S MH S S LP Sign 1-18 S PP MH MH S PP 1-17 LP LP S LP MH S S S LP LP S S S S TL TFP S S MH LP PP TL S S S TL LP LP LP S LP LP TL S S S S Sign LP S LP LP S LP LP Sign LP S Sign Sign S S LP S LP S LP Sign TFP LP LP LP S PP Sign LP TFP S S TFP/LP S S S FH S LP MH Sign LP S Sign 1-22 S LP MH Sign LP S LP S S PP 1-20 S S S S S MH MH S Sign S FH LP TL LP LP TL TL S S S S S S LP S LP S S S S S S TL TL S S FP S S LP FH S S MH LP LP LP S LP TL TL LP S S LP LP TFP 1-14 S TFP PP LP Sign S S Sign LP LP TFP S LP LP LP TL S FH LP LP PP 1-16 Sign LP LP S Sign TFP TFP TFP LP LP LP LP TFP LP LP LP Sign LP Sign LP LP E FH EH EH EH EH EH E EH EH EM E EH E E EH EH WW WW EM WM CO WM E E WW WM E EH E EH EH EH EH EH EH EH EM F WW EM EH EH E WW A T L I GH T P O L E EL E C T R I C D E AD E N D S NO T ON E - L I G H T P O LE A T T - F I B E R O P T I C D I P S UDD E N L I NK - C T V D I P AND E LE C T R I C D I P S UDD E N L I NK - C T V C U T C A B LE S I N S I D E NO T ON E - A TT P E D E S T A L NO T O N E - L I GH T P O LE C A B LE W A S C U T I N S I D E P E D E S T A L TE L E P HON E I S A D E AD C A B LE NO T ON E - L I GH T P O L E A E P - E LE C T R I C D I P A E P - EL E C T R I C D I P O N S I GN P O LE A TT I N T E R F A C E L I N E E N D S P E R R E C O R D S 3 " S TEEL A TT F I B E R O P T I C L O S T T ON E 4 " S T EEL M E TE R P O LE L I G H T P O LE N O T ON E A B ANDON E D M ET E R P O L E F I B E R O P T I C D I P A TT A N D N T S F U L L O F W A TE R W A S T E W A T E R M A N H O L E A T T - F I B E R O P T I C D I P L I G H T P O LE NO T ON E A T M O S TE S T S T A T I ON T R A FF I C C O N T R O L B OX N T S AND C OX D I P ELE C T R I C D I P ELE C T R I C D I P T R A FF I C M ETE R P O LE M E T E R P O LE T R A FF I C S I G N A L NO T ON E - L I GH T P O L E NO T ON E - F I R E HYD R A N T P E R R E C O R D S L I N E E ND S P E R R E C O R D S L I N E E ND S 6 " A C W L 8 " P V C W L 6 " V C WW 6 " V C WW 6 " V C WW 6 " A C W L 6 " V C WW 8 " A C W L 8 " A C W L P E R R E C O R D S L I N E E N D S 6 " A C W L E L E C T R I C D I P A E P 6 " A C W L 6 " A C W L 6 " V C W W 6 " A C W L 6 " A C W L 1 8 " C C W L 1 8 " C C W L 6 " A C W L 6 " V C WW 6 " P V C WW 531 RWPCP 532 RWPCP 533 RWPCP 534 RWPCP 621 RWPCP 622 RWPCP 623 RWPCP 624 RWPCP 625 RWPCP 626 RWPCP 627 RWPCP 628 RWPCP 502 RWPCP 503 RWPCP R A I LR OA D AM A RI LL O VI NE INDUSTRIAL S 36TH GA T H R I GH T QUAI L PHEASANT F A L C ON M A BR A Y PAM EL A H I GH C OUN T R Y S UN F L OW E R DOVE PL OY E R L I L Y D A I S Y Park Red Bud CURRY 1 . 4 Camp Park Vaughn S AGE M ORNI NG- H E R I T AG E WINTER HAWK WHITE WING G R EE NS L OPE SURREY SQ M A R Y S U S AN H ELE NA S T ON E C R E S T R E D OAK A R L I N G T O N OAK HI ALE AH B U T T ON BUTT ON DERBY CHERRY BARK HUNTERS A RR O WH C O B BLESTONE L I NE RI DGE - E AD S 32 ND S 33RD S 34 T H S 35TH COOKE MOORE S 38TH 39TH S 40TH S S 41ST L A WR E N C E S AL I NAS S HE PARD BARROW M ARS HALL I VANHOE L N BUFF AL O GAP VE NT URA I VANHOE CARNATION HONEYSUCKLE MISTLETOE REBECCA GILMER DA RR EL L WI LL O W R I M R O C K CHIMNEY R O C K HUNT E RS CI R 20 RI DGE M ONT L OU PRIMROSE C A R RI E ANN BRUCE WE S T C H E S TE R S AY L E S WI LL O W T RE ADAW AY 0 . 4 0 . 4 R E X A LLE N S HE RBROOK S NADOW S L ONG DE E RW OOD R A I LR OAD A M A R I LL O VI NE INDUSTRIAL S 36TH GA T H R I GH T QUAI L PHEASANT F A L C ON M A BR A Y PAM E L A H I GH C OUN T R Y S UN F L OW E R DOVE P L O Y E R L I L Y DA I S Y Park Red Bud CURRY 1 . 4 Camp Park Vaughn S AGE M ORNI NG- H E R I T AG E WINTER HAWK WHITE WING G R EE NS L OPE SURREY SQ M A R Y S U S AN H ELE NA S T O N E C R E S T R E D OAK A R L I NG T O N O A K HI ALE AH B U T T O N BUTT ON DERBY CHERRY BARK HUNTERS A RR O WH C O B BLESTONE L I NE RI DGE - E AD S 32 ND S 33RD S 34 T H S 35TH COOKE MOORE S 38TH 39TH S 40TH S S 41ST L A WR E N C E S A L I N A S S H E PARD BARRO W M A RS H A L L I VANHOE L N BUFF AL O GAP VE NT URA I VANHOE CARNATION HONEYSUCKLE MISTLETOE REBECCA GILMER DA RR E L L WI L L O W R I M R O C K CHIMNEY R O C K HUNT E RS CI R 2 0 RI DGE M ON T L O U PRIMROSE C AR RI E ANN B R UCE WE S T C H E S TE R S AY LE S WI L L O W T RE ADAW A Y 0 . 4 0 . 4 R E X A LLE N S HE RBROOK S NADOW S L ONG DE E RW OOD dgan 6:00:00 PM 9/18/2017 R Te x a s D e p a r t m e n t o fTr a n s po r t a ti on ABILENE DISTRICT TAYLOR COUNTY PROJECT LOCATION GENERAL NOTES DA TE : C O UN T Y : T AY L O R S E P TE M B E R 2017 TBPE REGISTRATION NO. F-006981 CIVIL ASSOCIATES, INC. PREPARED BY: LICENSE NO. 83200 NASER ABUSAAD, P.E., AICP BIDDING OR PERMIT PURPOSES. IT IS NOT INTENDED FOR CONSTRUCTION, PRELIMINARY REVIEW SUBMITTAL. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF SEPTEMBER 18, 2017 Da ll a s , T e x a s75243 9330L B J F r w y , S t e . 1150 T BP E F i r m Re g i s t r a ti on N o . 6981 P:\2606.01_Abilene FM 89\CADD\DGN\SCHEM\FM89_SCHM01_100.dgn Exhibit_FullSize_Aerial_PDF.pltcfg D E S I GN S C HE M A T I C F O R F M 89 SCALE IN FEET 0 100 200 50 dgan 6:00:00 PM 9/18/2017 R Te x a s D e p a r t m e n t o fTr a n s po r t a ti on Da ll a s , T e x a s75243 9330L B J F r w y , S t e . 1150 T BP E F i r m Re g i s t r a ti on N o . 6981 P:\2606.01_Abilene FM 89\CADD\DGN\SCHEM\FM89_SCHM01_100.dgn Exhibit_FullSize_Aerial_PDF.pltcfg 0 1 MILE ABILENE DISTRICT TAYLOR COUNTY PROJECT LOCATION 83 84 FARM ROAD 89 84 FARM ROAD 89 83 D E S I GN S C HE M A T I C F O R F M 89 DA TE : C O UN T Y : T AY L O R S E P TE M B E R 2017 0 1 MILE INDEX OF ROLLS ROLL 1 ROLL 2 BEGIN PROJECT TO STA 148+60 PLAN, PROFILE AND TYPICAL SECTIONS STA 148+60 TO END PROJECT PLAN, PROFILE AND TYPICAL SECTIONS TBPE REGISTRATION NO. F-006981 CIVIL ASSOCIATES, INC. PREPARED BY: LICENSE NO. 83200 NASER ABUSAAD, P.E., AICP SEPTEMBER 18, 2017 INDEX OF ROLLS ROLL 1 ROLL 2 BEGIN PROJECT TO STA 148+60 PLAN, PROFILE AND TYPICAL SECTIONS STA 148+60 TO END PROJECT PLAN, PROFILE AND TYPICAL SECTIONS 1. EXISTING TOPOGRAPHY PROVIDED BY TxDOT, JANUARY 12, 2016. AND SUBJECT TO VERIFICATION AND CHANGE. 3. EXISTING PARCEL BOUNDARIES SHOWN ARE APPROXIMATE PROVIDED BY LINA T. RAMEY & ASSOCIATES, JUNE 9, 2016. 4. EXISTING RIGHT-OF-WAY SHOWN WERE OBTAINED FROM SURVEY FLOWN ON 08-22-15 AND PROVIDED BY TxDOT, FEBRUARY 9, 2016. 2. AERIAL IMAGES SHOWN WERE OBTAINED FROM PHOTOGRAPHY BY LINA T. RAMEY & ASSOCIATES, JUNE 29, 2016. 5. EXISTING UTILITIES SHOWN WERE OBTAINED FROM SUE SURVEY, CSJ: 0699-01-052 STA 123+70.00 BEGIN PROJECT CSJ: 0699-01-051 BEGIN PROJECT STA 148+60.00 CSJ: 0699-0-052 END PROJECT CSJ: 0699-01-051 STA 184+00.00 END PROJECT CSJ: 0699-01-052 STA 123+70.00 BEGIN PROJECT CSJ: 0699-01-051 BEGIN PROJECT STA 148+60.00 CSJ: 0699-0-052 END PROJECT CSJ: 0699-01-051 STA 184+00.00 END PROJECT BIDDING OR PERMIT PURPOSES. IT IS NOT INTENDED FOR CONSTRUCTION, PRELIMINARY REVIEW SUBMITTAL. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF Texas Department of Transportation R C 2017 All Rights Reserved Transportation, By Texas Department of Texas Department of Transportation R C 2017 All Rights Reserved Transportation, By Texas Department of NT TRAFFIC DATA PERCENT TRUCKS OF DHV K FACTOR 60-40 3.3 14.1 DIRECTIONAL DISTRIBUTION (%) AVERAGE DAILY TRAFFIC - 2018(2038) 26,000(35,900) DATED JUNE 10, 2016 APPROVED BY TxDOT TP&P DIVISION YEAR 2038 PROJECTIONS TRAFFIC VOLUMES BASED ON TAYLOR COUNTY ABILENE DISTRICT TEXAS DEPARTMENT OF TRANSPORTATION CSJ: 0699-01-051 FUNCTIONAL CLASSIFICATION: FM 89 TO: REBECCA LANE FROM: NEAR CHIMNEY ROCK ROAD DESIGN SPEED = 45 MPH DESIGN SCHEMATIC CSJ: 0699-01-052 FM 89 TO: US 83 FROM: REBECCA LANE LENGTH OF PROJECT: 0.67 MILE LENGTH OF PROJECT: 0.47 MILE NET LENGTH OF PROJECT: 1.14 MILES ARTERIAL TO US 83 FROM REBECCA LANE FM 89 TO REBECCA LANE FROM CHIMNEY ROCK ROAD FM 89 60-40 2.8 14.1 35,100(48,400) TRAFFIC DATA PERCENT TRUCKS OF DHV K FACTOR 60-40 3.3 14.1 DIRECTIONAL DISTRIBUTION (%) AVERAGE DAILY TRAFFIC - 2018(2038) 26,000(35,900) DATED JUNE 10, 2016 APPROVED BY TxDOT TP&P DIVISION YEAR 2038 PROJECTIONS TRAFFIC VOLUMES BASED ON TAYLOR COUNTY ABILENE DISTRICT TEXAS DEPARTMENT OF TRANSPORTATION CSJ: 0699-01-051 FUNCTIONAL CLASSIFICATION: FM 89 TO: REBECCA LANE FROM: NEAR CHIMNEY ROCK ROAD DESIGN SPEED = 45 MPH DESIGN SCHEMATIC CSJ: 0699-01-052 FM 89 TO: US 83 FROM: REBECCA LANE LENGTH OF PROJECT: 0.67 MILE LENGTH OF PROJECT: 0.47 MILE NET LENGTH OF PROJECT: 1.14 MILES ARTERIAL TO US 83 FROM REBECCA LANE FM 89 TO REBECCA LANE FROM CHIMNEY ROCK ROAD FM 89 60-40 2.8 14.1 35,100(48,400) LEGEND PROPOSED PAVEMENT PROPOSED DRIVEWAY PROPOSED MEDIAN PROPOSED SIDEWALK IMPROVEMENT PROPOSED CROSS STREET EXISTING DRIVEWAY TO BE REMOVED PARCEL BOUNDARY (APPROX.) EXISTING R.O.W. PROPOSED R.O.W. PROPOSED DRAINAGE EASEMENT PROPOSED RETAINING WALL (FLAT BOTTOM DITCH) PROPOSED CENTERLINE P R O P O S E D NO I S E W A LL DISTRICT ENGINEER CARL L. JOHNSON, P.E. DISTRICT ENGINEER CARL L. JOHNSON, P.E. PROPOSED TRAFFIC SIGNAL FINAL SCHEMATIC FINAL SCHEMATIC FM 89 [ STA 120+66.82 US 83 [ STA 500+86.00 FM 89 [ STA 123+41.70 S CLACK ST [ STA 501+91.78 FM 89 [ STA 129+63.27 ROBERTSON DR STA 10+00.00 FM 89 [ STA 117+98.17 [ STA 500+05.02 INDUSTRIAL BLVD FM 89 [ STA 143+23.40 [ STA 10+00.00 ARROWHEAD DR FM 89 [ STA 148+60.00 [ STA 10+00.00 REBECCA LN EL. 1,785.90 MATCH EXISTING PAVEMENT [ FM 89 STA 123+70.00 BEGIN PROPOSED PROFILE CSJ:0699-01-052 BEGIN PROJECT CSJ:0699-01-051 BEGIN PROJECT CSJ:0699-01-052 END PROJECT [ FM 89 STA 148+60.00 1,785.89 VPI STA = 126+00.00 EL = 1,786.70 ( + ) 0 . 3 5 34 % (-) 0 . 3600 % L = 100.00' K = 140 ex = -0.09' VPI STA = 127+00.00 EL = 1,786.34 (-) 0 . 3600 % ( + ) 0 . 3532 % VPI STA = 141+70.00 EL = 1,791.53 ( + ) 0 . 3532 % (- ) 0 . 3500 % VPI STA = 144+50.00 EL = 1,790.55 (-) 0 . 3500 % ( + ) 0 . 3706 % L = 100.00' K = 139 ex = 0.09' VPI STA = 147+00.00 EL = 1,791.48 ( + ) 0 . 3706 % ( + ) 0 . 3500 % VPC 125+50.00 EL. = 1,786.52 VPT 126+50.00 EL. = 1,786.52 VPC 144+00.00 EL. = 1,790.73 VPT 145+00.00 EL. = 1,790.74 115+00 120+00 125+00 130+00 135+00 140+00 145+00 1,786.01 1,786.32 1,786.79 1,787.17 1,787.52 1,787.94 1,788.36 1,788.75 1,789.14 1,789.24 1,789.52 1,789.75 1,790.01 1,790.14 1,790.33 1,790.54 1,790.80 1,790.97 1,791.09 1,791.33 1,791.60 1,791.87 1,792.03 1,792.23 1,792.43 1,785.99 1,786.35 1,786.61 1,786.34 1,786.69 1,787.05 1,787.40 1,787.75 1,788.11 1,788.46 1,788.81 1,789.17 1,789.52 1,789.87 1,790.23 1,790.58 1,790.93 1,791.29 1,791.43 1,791.08 1,790.73 1,790.74 1,791.11 1,791.48 1,791.83 S D a nv ill e D r 39 S t h S t 84 83 G il m e r A v e A rr ow h ea d D r R ob e r t s on D r S C l a c k S t 40 S t h S t 41 S s t S t FM 89 11700 16150 11800 16250 16050 11650 16050 11650 100 50 200 50 100 50 200 150 150 200 11800 16250 12000 16550 16100 11700 16100 11700 450 300 300 450 41 s t S T REET 40 t h S T REET 100 50 150 100 450 300 150 100 150 100 4800 3500 800 1100 150 100 1200 850 3200 2300 150 100 5700 4100 US 83 500 400 100 200 3700 5100 5550 4050 6850 5000 US 83 1050 1450 1050 1450 10500 14450 23750 17250 1100 800 6050 8300 12700 17450 7850 5750 12450 9050 4450 3250 300 200 20000 14500 18850 13650 10450 14400 5150 7150 7050 9750 6050 8300 4400 350 23000 16700 FM 89 11700 16150 11800 16250 23100 16750 23100 16750 200 150 350 500 ROBERT S ON DR 100 50 CUTL I NE ESAL 1100 800 500 350 12950 17850 12950 17850 17650 12800 17650 12800 200 150 150 200 ARROW HEAD DR 100 50 200 150 200 150 10500 13850 10500 13850 17850 12950 17950 13000 2950 4100 REBECCA L N 2950 4100 2900 4000 2950 4100 4000 2900 4000 2900 200 150 1100 800 18750 25750 FM 89 NOT USED POT 123+70.26 125 + 00 PC 125+97.92 PT 128+53.10 130 + 00 135 + 00 140 + 00 145 + 00 PC 146+75.10 Source: http://propaccess.taylor-cad.org (Database last updated: 3/1/2016) PROPERTY OWNERSHIP TABLE FM 89 - NORTHBOUND OWNER ID NO. PROPERTY OWNERSHIP TABLE Source: http://propaccess.taylor-cad.org (Database last updated: 3/1/2016) OWNER ID NO. FM 89 - SOUTHBOUND 12800 REEDER, MARK ALLEN & JANICE 12801 T & T OKLAHOMA LLC 12935 SNOWMASS ENERGY PARTNERS LTD 12938 BLOOMER, CHARLES R 12939 LINN, GARY G & LISA M 12942 RENT CITY PROPETIES LP 12945 LINN, GARY G & LISA M 17190 PARTIN, GEORGE T 18435 LINWOOD, LEE JR 18549 BARBEE, WELDON D & SUSAN 18665 KING, LEE W JR & KATHERINE R 20553 WILHELM, LOUIS J 22112 CAFFEY, B E 22241 DAVIS, JEAN 22371 RICHARDSON, JOE 58922 FLORENZA, JOSEPH A REV 61374 DAVIDSON, DOROTHY A 61511 ABERNATHY, JOHN F & JUDY G 64619 CARLETON, ROBERT L & LINDA C 64751 HALL, JAMES R & CAROLE 64873 MYRICK, WILLIAM BRYCE & RENNA K 65006 BORDE, BETTY L 65128 NEATHERLIN, GAYLON MC KELVEY 65247 GRAY, JOHN & ANITA 66532 HOOVER, DENISE 66652 MAXWELL, SHEILA D 66769 POLI, DOUGLAS A & JUDY A 67004 BUDIN, RACHEL R 67140 MARTINEZ, BRENDA L 73192 MARTINEZ, FRANCISCO C 73314 YATES, JOHN R & CAROL A 73448 LYONS, KENNETH F & JANICE FAYE 73579 ELLIS, RAY H III & KIMBERLY C 73711 HINES, KAREN & VICKI HURST ET AL 986463 WILSON, MINNIE M 996287 HENDRICK MEDICAL CENTER 12108 GFC LEASING 16300 BUFFALO GAP STREET PROPERTIES LLC 16548 AVILA, GABRIEL & SHERRY 17938 BUFFALO GAP STREET PROPERTIES LLC 18055 BUFFALO GAP STREET PROPERTIES LLC 18524 BUFFALO GAP STREET PROPERTIES LLC 31869 (NO OWNER LISTED) 34761 (NO OWNER LISTED) 39878 RIDGEMONT BAPTIST CHURCH 46848 BALLARD, DAVID & KAREN S 46963 ZAK, VIRGINIA 47588 OVERSTREET, TARA NICOLE 47590 ZOUTON LLC 47591 SCJ HOLDINGS A LLC 47714 REESE, JOHN 47715 MITCHELL DAN E 47716 STOVALL, STEVEN B & W JUANITA 61591 WHITWORTH, SAM & MONICA 63431 ROSTVOLD, STACY 63557 HALEY, MARILYN KAY KNOPP 66895 CALLAWAY, CAROL 67041 FIRST FINANCIAL BANK NA 67042 ABILENE GAP ASSOCIATES LLC 71537 MILL IRON J & CO LLC 72177 RAMON, OSCAR JR 75547 SKINNYS INC 76665 KENCOM INC 98268 MC LEOD, BARRY 111067 CITY OF ABILENE 976276 CALLAWAY, DONALD A III 981016 CHEVRON USA INC 2% LANE 12' 66' 2% GROUND EXISTING EXIST. R.O.W. VARIES (115' MIN. TO 133' MAX.) [ FM 89 LANE 12' LANE 14' LANE 14' 14' VARIES SLOPE VARIES SLOPE EXIST. R.O.W. ROBERTSON DR TO BETTES LN 2% LANE 12' 2% GROUND EXISTING VARIES (115' MIN. TO 142' MAX.) [ FM 89 LANE 12' LANE 14' 14' LANE 12' LANE 13' VARIES SLOPE LANE 0'-14' 77'- 91' VARIES SLOPE US 83 TO ROBERTSON DR EXIST. R.O.W. EXIST. R.O.W. PGL 4 % 4 % [ FM 89 GROUND EXISTING USE LANE SHARED 14' 17' F-F LANE 11' 1' VARIES 1' 2% 2% VARIES SDWK 6' USE LANE SHARED 14' LANE 11' 1' 1' 2% 2% 8.5' 8.5' GROUND EXISTING SDWK 6' [ FM 89 2% GROUND EXISTING USE LANE SHARED 14' LANE 12' 5' VARIES 2' 2% 2% GROUND EXISTING USE LANE SHARED 14' LANE 12' 2' TWLTL 14' VARIES (120'-123') PROP. R.O.W. SDWK 2% SDWK COUNTRYSIDE DR TO BETTES LN 5-LANE WITH TWO WAY LEFT TURN LANE RAISED MEDIAN WITH 6-LANES + LEFT TURN BAY US 83 TO REBECCA LN LANE 11' LANE 11' PROP. R.O.W. [ FM 89 GROUND EXISTING EXIST. R.O.W. PROP. R.O.W./ 64.5' VARIES (60' MIN.-64.5' MAX.) VARIES (124.5'MIN.-129'MAX.) RAISED MEDIAN WITH 4-LANES + 2- LEFT TURN BAYS REBECCA LN TO COUNTRYSIDE DR 2% PGL 4 % 1' 2' 1' LANE 12' 2% 2% LANE 12' LANE LEFT TURN 12' LANE LEFT TURN 11' LANE SHARED USE 14' SDWK 5' 5' 2' VARIES LANE SHARED USE 14' 6' (SB FM 89) 37.5' (NB FM 89) 49.5' GROUND EXISTING VARIES SLOPE (NB FM 89) (SB FM 89) (NB FM 89) (SB FM 89) 1' 6' DITCH BOTTOM [ FLAT VARIES VARIES 4' VARIES SLOPE VARIES SLOPE U S U A L 3 : 1 U S UA L 3 : 1 2% SDWK 1' 6' DITCH BOTTOM [ FLAT VARIES VARIES 4' U S UA L 3 : 1 U S UA L 3 : 1 VARIES SLOPE EXIST. R.O.W. EXIST. R.O.W. 60' MIN. (VARIES) 61' MIN. (VARIES) VARIES (115'MIN.-142'MAX.) 1 5' EXIST. R.O.W. 60' MIN. (VARIES) 60' MIN. (VARIES) EXIST. R.O.W. R O LL 1 O F 2 R O LL 1 O F 2 1,800 1,790 1,780 1,770 1,760 1,750 1,740 1,800 1,790 1,780 1,770 1,760 1,750 1,740 1,800 1,790 1,780 1,770 1,760 1,750 1,740 1,800 1,790 1,780 1,770 1,760 1,750 1,740 EXISTING TYPICAL SECTIONS Mc DONALD'S MALL OF ABILENE CARE HEALTH INTERIM SILVER'S LONG JOHN ANIMAL CLINIC BUFFALO GAP RD 84 83 AT [ FM 89 PROFILE GRADE PROPOSED AT [ FM 89 GROUND EXISTING EXISTING PROPOSED EXISTING PROPOSED CURVE EXFM89-2 WATER PURE I ndu s t r i a l B l vd [ FM 89 STA 123+70.00 CSJ:0699-01-052 BEGIN PROJECT CURVE EXFM89-3 SUPERMARKET UNITED MARKET STREET INC & FRIES, BURGERS BEGIN CSJ:0699-01-051 END CSJ:0699-01-052 MATCH LINE STA 148+60 TRAFFIC DIAGRAM 2018 ADT 2038 ADT 10000 10000 TxDOT,TP&P DIVISION,JUNE 10, 2016 SOURCE: FROM US 83 (WINTERS FRWY) TO REBECCA LN FM 89 TRAFFIC PROJECTIONS LEGEND PROPOSED TYPICAL SECTIONS 1 TO SOUTH OF ARROWHEAD DR PENDING FURTHER REVIEW AND APPROVAL PROPOSED 10-FT HIGH NOISE WALLS FROM NORTH OF ROBERTSON DR B u ff a l o G a p R d F A R M R OAD 89 F A R M R OAD 89 PI STATION = 115+57.58 DELTA TANGENT = 32.27 LENGTH = 64.53 RADIUS = 3,819.72 PC STATION = 115+25.32 PT STATION = 115+89.85 CURVE EXFM89-1 CURVE EXFM89-2 PI STATION = 127+13.12 DELTA TANGENT = 128.02 LENGTH = 255.17 RADIUS = 1,273.24 PC STATION = 125+85.11 PT STATION = 128+40.28 CURVE EXFM89-3 PI STATION = 149+64.07 DELTA TANGENT = 295.29 LENGTH = 582.42 RADIUS = 1,432.39 PC STATION = 146+68.78 PT STATION = 152+51.20 HORIZONTAL ALIGNMENT CURVE DATA MATCH LINE STA 148+60.00 61591 981226 33673 33678 117292 117291 72878 66744 99326 55553 56335 43728 56200 72077 72334 72332 29542 971850 29707 33900 43486 43372 43253 43129 43011 42872 42731 42607 42491 42373 42244 42125 42001 41874 36115 35998 971887 980804 24408 90634 90633 43355 35162 35158 31349 28085 24808 72208 56196 35841 125147 35840 55553 56063 981016 111067 E X I S T . R . O . W . E X I S T . R . O . W . E X I S T . R . O . W . E X I S T . R . O . W . E X I S T . R . O . W . P R O P . R . O . W . [ EXISTING FM 89 NOISE WALL 10-FT HIGH PROPOSED NOISE WALL 10-FT HIGH PROPOSED N
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S
S
S
TL
T
L
SS
FP
S
S
LP
F
H
S
S
M
H
LP
LP
LP
S
LP
T
L
T
L
LP
S
S
LP
LP
TFP
1-14
S
TFP
PP
LP
Sign
S
S
Sign
LP
LP
TFP
S
LP
LP
LP
T
L
S
F
H
LP
LP
PP
1-16
Sign
LP
LP
S
Sign
TFP
TFP
TFP
LP
LP
LP
LP
TFP
LP
LP
LP
Sign
LP
Sign
LP
L
P
T
T
T
W
PB
X
PB
X
T
EFH
EH
EHEH
EH
EH
E
EH
EH
EM
EEH
E
E
EHEH
WW
WW
EM
WMCO
WM
E
E
WW
WM
E
EH
E
EH
EH
EH
EH
EH
EH
EH
EM
F
WW
EM
EH
EH
E
WW
AT LIGHT POLE
ELECTRIC DEAD ENDS
NO TONE-LIGHT POLE
ATT-FIBER OPTIC DIP
SUDDENLINK-CTV DIP
AND ELECTRIC DIP
SUDDENLINK-CTV
CUT CABLES INSIDE
NO TONE-ATT PEDESTAL
NO TONE-LIGHT POLE
CABLE WAS CUT INSIDE PEDESTAL
TELEPHONE IS A DEAD CABLE
NO TONE-LIGHT POLE
AEP-ELECTRIC DIP
AEP-ELECTRIC DIP
ON SIGN POLE
ATT INTERFACE
LINE ENDS PER RECORDS
3" STEEL
ATT FIBER OPTIC
LOST TONE
4" STEEL
METER POLE
LIGHT POLE
NO TONE
ABANDONED
METER POLE
FIBER OPTIC DIP
ATT AND NTS
FULL OF WATER
WASTE WATER MANHOLE
ATT-FIBER OPTIC DIP
LIGHT POLE
NO TONE
ATMOS TEST STATIONTRAFFIC CONTROL BOX
NTS AND COX DIP
ELECTRIC DIP
ELECTRIC DIP
TRAFFIC METER POLE
METER POLETRAFFIC SIGNAL
NO TONE-LIGHT POLE
NO TONE-FIRE HYDRANT
PER RECORDS
LINE ENDS
PER RECORDS
LINE ENDS
6" AC WL
8" PVC WL
6" VC WW
6" VC WW
6" VC WW
6" AC WL
6" VC WW
8" AC WL
8" AC WL
PER RECORDSLINE ENDS
6" AC WL
ELECTRIC DIP
AEP6" AC WL
6" AC WL
6" VC WW
6" AC WL
6" AC WL
18" CC WL
18" CC WL
6" AC WL
6" VC WW
6" PVC WW
531
RW
PC
P
532
RW
PC
P
533
RW
PC
P
534
RW
PC
P
621
RW
PC
P
622
RW
PC
P
623
RW
PC
P
624
RW
PC
P
625
RW
PC
P
626
RW
PC
P
627
RW
PC
P628
RW
PC
P
502
RW
PC
P
503
RWP
CP
RAIL
RO
AD
AM
ARIL
LO
VIN
E
INDUSTRIAL
S 36TH
GATHRIGHT
QU
AIL
PHEASANT
FALCON
MABRAY
PA
MELA
HIGH COUNTRY
SU
NFLO
WE
R
DO
VEPLO
YE
R
LILY
DAISY
Park
Red Bud
CURRY
1.4
Camp Park
Vaughn
SA
GE
MO
RNIN
G-
HERITAGE
WINTER HAWK
WHITE WING
GREE
NSLOP
ESURREY
SQ
MA
RY
SUSAN
HELENA
STONECRESTRED OAK
ARLINGTON
OAK
HIA
LEA
H
BUTTON
BUTTON DERBY
CHERRY
BARK
HUNTERS
ARROWH
COBBLESTONE
LIN
E
RID
GE-
EAD
S 32ND
S 33RD
S 34TH
S 35TH
COOKE
MOORE
S 38TH
39THS
40THS
S 41ST
LAWRENCE
SA
LIN
AS
SH
EP
AR
D
BA
RR
OW
MA
RS
HA
LL
IVA
NH
OE LN
BUFF
ALO
GAP
VE
NT
UR
A
IVA
NH
OE
CARNATION
HONEYSUCKLE
MISTLETOE
REBECCAGILMER
DARRELL
WILL
OW
RIMROCK
CHIMNEY
ROCK
HU
NTERS
CIR 20
RID
GE
MO
NT
LO
U
PRIMROSE
CA
RRIE
AN
N
BR
UC
E
WESTCHESTER
SA
YLES
WILL
OW
TR
EA
DA
WA
Y
0.4
0.4
REX ALLEN
SH
ER
BR
OO
K
SN
AD
OW
S
LO
NG
DEE
RW
OO
D
RAIL
RO
AD
AM
ARIL
LO
VIN
E
INDUSTRIAL
S 36TH
GATHRIGHT
QU
AIL
PHEASANT
FALCON
MABRAY
PA
MELA
HIGH COUNTRY
SU
NFLO
WE
R
DO
VEPLO
YE
R
LILY
DAISY
Park
Red Bud
CURRY
1.4
Camp Park
Vaughn
SA
GE
MO
RNIN
G-
HERITAGE
WINTER HAWK
WHITE WING
GREE
NSLOP
ESURREY
SQ
MA
RY
SUSAN
HELENA
STONECRESTRED OAK
ARLINGTON
OAK
HIA
LEA
H
BUTTON
BUTTON DERBY
CHERRY
BARK
HUNTERS
ARROWH
COBBLESTONE
LIN
E
RID
GE-
EAD
S 32ND
S 33RD
S 34TH
S 35TH
COOKE
MOORE
S 38TH
39THS
40THS
S 41ST
LAWRENCE
SA
LIN
AS
SH
EP
AR
D
BA
RR
OW
MA
RS
HA
LL
IVA
NH
OE LN
BUFF
ALO
GAP
VE
NT
UR
A
IVA
NH
OE
CARNATION
HONEYSUCKLE
MISTLETOE
REBECCAGILMER
DARRELL
WILL
OW
RIMROCK
CHIMNEY
ROCK
HU
NTERS
CIR 20
RID
GE
MO
NT
LO
U
PRIMROSE
CA
RRIE
AN
N
BR
UC
E
WESTCHESTER
SA
YLES
WILL
OW
TR
EA
DA
WA
Y
0.4
0.4
REX ALLEN
SH
ER
BR
OO
K
SN
AD
OW
S
LO
NG
DEE
RW
OO
D
dgan
6:00:00
PM
9/18/2017
R
Texas D
epartm
ent of
Transportatio
n
ABILENE DISTRICT
TAYLOR COUNTY
PROJECT LOCATION
GENERAL NOTES
DA
TE:
CO
UN
TY:
TA
YL
OR
SEPT
EM
BE
R
20
17
TBPE REGISTRATION NO. F-006981
CIVIL ASSOCIATES, INC.
PREPARED BY:
LICENSE NO. 83200
NASER ABUSAAD, P.E., AICP
BIDDING OR PERMIT PURPOSES.
IT IS NOT INTENDED FOR CONSTRUCTION,
PRELIMINARY REVIEW SUBMITTAL.
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF
SEPTEMBER 18, 2017
Dallas, Texas 7
5243
9330 L
BJ Frw
y, Ste. 1150
TBP
E Fir
m R
egistration N
o. 6981
P:\2606.01_
Abilene
FM 89\
CA
DD\
DG
N\
SC
HE
M\
FM89_
SC
HM01_100.dgn
Exhibit_
Full
Size_
Aerial_
PD
F.pltcfg
DESIG
N
SC
HE
MA
TIC
FO
R
FM
89
SCALE IN FEET
0 100 20050
dgan
6:00:00
PM
9/18/2017
R
Texas D
epartm
ent of
Transportatio
n
Dallas, Texas 7
5243
9330 L
BJ Frw
y, Ste. 1150
TBP
E Fir
m R
egistration N
o. 6981
P:\2606.01_
Abilene
FM 89\
CA
DD\
DG
N\
SC
HE
M\
FM89_
SC
HM01_100.dgn
Exhibit_
Full
Size_
Aerial_
PD
F.pltcfg
0 1 MILE
ABILENE DISTRICT
TAYLOR COUNTY
PROJECT LOCATION
83
84
FARM
ROAD
89
84
FARM
ROAD
89
83
DESIG
N
SC
HE
MA
TIC
FO
R
FM
89
DA
TE:
CO
UN
TY:
TA
YL
OR
SEPT
EM
BE
R
20
17
0 1 MILE
INDEX OF ROLLS
ROLL 1
ROLL 2
BEGIN PROJECT TO STA 148+60
PLAN, PROFILE AND TYPICAL SECTIONS
STA 148+60 TO END PROJECT
PLAN, PROFILE AND TYPICAL SECTIONS
TBPE REGISTRATION NO. F-006981
CIVIL ASSOCIATES, INC.
PREPARED BY:
LICENSE NO. 83200
NASER ABUSAAD, P.E., AICP
SEPTEMBER 18, 2017
INDEX OF ROLLS
ROLL 1
ROLL 2
BEGIN PROJECT TO STA 148+60
PLAN, PROFILE AND TYPICAL SECTIONS
STA 148+60 TO END PROJECT
PLAN, PROFILE AND TYPICAL SECTIONS
1. EXISTING TOPOGRAPHY PROVIDED BY TxDOT, JANUARY 12, 2016.
AND SUBJECT TO VERIFICATION AND CHANGE.
3. EXISTING PARCEL BOUNDARIES SHOWN ARE APPROXIMATE
PROVIDED BY LINA T. RAMEY & ASSOCIATES, JUNE 9, 2016.
4. EXISTING RIGHT-OF-WAY SHOWN WERE OBTAINED FROM SURVEY
FLOWN ON 08-22-15 AND PROVIDED BY TxDOT, FEBRUARY 9, 2016.
2. AERIAL IMAGES SHOWN WERE OBTAINED FROM PHOTOGRAPHY
BY LINA T. RAMEY & ASSOCIATES, JUNE 29, 2016.
5. EXISTING UTILITIES SHOWN WERE OBTAINED FROM SUE SURVEY,
CSJ: 0699-01-052
STA 123+70.00
BEGIN PROJECT
CSJ: 0699-01-051
BEGIN PROJECT
STA 148+60.00
CSJ: 0699-0-052
END PROJECT
CSJ: 0699-01-051
STA 184+00.00
END PROJECT
CSJ: 0699-01-052
STA 123+70.00
BEGIN PROJECT
CSJ: 0699-01-051
BEGIN PROJECT
STA 148+60.00
CSJ: 0699-0-052
END PROJECT
CSJ: 0699-01-051
STA 184+00.00
END PROJECT
BIDDING OR PERMIT PURPOSES.
IT IS NOT INTENDED FOR CONSTRUCTION,
PRELIMINARY REVIEW SUBMITTAL.
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OFTexas
Department
of Transportation
R
C 2017
All Rights Reserved
Transportation,
By Texas Department of
Texas
Department
of Transportation
R
C 2017
All Rights Reserved
Transportation,
By Texas Department of
PROPOSED DRAINAGE EASEMENT
TRAFFIC DATA
PERCENT TRUCKS OF DHV
K FACTOR
60-40
3.3
14.1
DIRECTIONAL DISTRIBUTION (%)
AVERAGE DAILY TRAFFIC - 2018(2038) 26,000(35,900)
DATED JUNE 10, 2016
APPROVED BY TxDOT TP&P DIVISION
YEAR 2038 PROJECTIONS
TRAFFIC VOLUMES BASED ON
TAYLOR COUNTY
ABILENE DISTRICT
TEXAS DEPARTMENT OF TRANSPORTATION
CSJ: 0699-01-051
FUNCTIONAL CLASSIFICATION:
FM 89
TO: REBECCA LANE
FROM: NEAR CHIMNEY ROCK ROAD
DESIGN SPEED = 45 MPH
DESIGN SCHEMATIC
CSJ: 0699-01-052
FM 89
TO: US 83
FROM: REBECCA LANE
LENGTH OF PROJECT: 0.67 MILE
LENGTH OF PROJECT: 0.47 MILE
NET LENGTH OF PROJECT: 1.14 MILES
ARTERIAL
TO US 83
FROM REBECCA LANE
FM 89
TO REBECCA LANE
FROM CHIMNEY ROCK ROAD
FM 89
60-40
2.8
14.1
35,100(48,400)
TRAFFIC DATA
PERCENT TRUCKS OF DHV
K FACTOR
60-40
3.3
14.1
DIRECTIONAL DISTRIBUTION (%)
AVERAGE DAILY TRAFFIC - 2018(2038) 26,000(35,900)
DATED JUNE 10, 2016
APPROVED BY TxDOT TP&P DIVISION
YEAR 2038 PROJECTIONS
TRAFFIC VOLUMES BASED ON
TAYLOR COUNTY
ABILENE DISTRICT
TEXAS DEPARTMENT OF TRANSPORTATION
CSJ: 0699-01-051
FUNCTIONAL CLASSIFICATION:
FM 89
TO: REBECCA LANE
FROM: NEAR CHIMNEY ROCK ROAD
DESIGN SPEED = 45 MPH
DESIGN SCHEMATIC
CSJ: 0699-01-052
FM 89
TO: US 83
FROM: REBECCA LANE
LENGTH OF PROJECT: 0.67 MILE
LENGTH OF PROJECT: 0.47 MILE
NET LENGTH OF PROJECT: 1.14 MILES
ARTERIAL
TO US 83
FROM REBECCA LANE
FM 89
TO REBECCA LANE
FROM CHIMNEY ROCK ROAD
FM 89
60-40
2.8
14.1
35,100(48,400)
LEGEND
PROPOSED PAVEMENT
PROPOSED DRIVEWAY
PROPOSED MEDIAN
PROPOSED SIDEWALK
IMPROVEMENT
PROPOSED CROSS STREET
EXISTING DRIVEWAY TO BE REMOVED
PARCEL BOUNDARY (APPROX.)
EXISTING R.O.W.
PROPOSED R.O.W.
PROPOSED DRAINAGE EASEMENT
PROPOSED RETAINING WALL
(FLAT BOTTOM DITCH)
PROPOSED CENTERLINE
PROPOSED NOISE WALL
DISTRICT ENGINEER
CARL L. JOHNSON, P.E.
DISTRICT ENGINEER
CARL L. JOHNSON, P.E.
PROPOSED TRAFFIC SIGNAL
FINAL SCHEMATICFINAL SCHEMATIC
FM 89 [
ST
A 120
+66.82
US 83 [
ST
A 500
+86.00
FM 89 [
ST
A 123
+41.70
S
CL
AC
K
ST [
ST
A 501
+91.78
FM 89 [
ST
A 129
+63.27
RO
BE
RT
SO
N
DR
ST
A 10
+00.00
FM 89 [
ST
A 117
+98.17
[
ST
A 500
+05.02
IN
DU
ST
RI
AL
BL
VD
FM 89 [
ST
A 143
+23.40
[
ST
A 10
+00.00
AR
RO
WH
EA
D
DR
FM 89 [
ST
A 148
+60.00
[
ST
A 10
+00.00
RE
BE
CC
A
LN
EL. 1,785.90
MA
TC
H
EXI
STI
NG
PA
VE
ME
NT
[
FM 89
ST
A 123
+70.00
BE
GI
N
PR
OP
OS
ED
PR
OFI
LE
CSJ:0699-01-052
BE
GI
N
PR
OJ
EC
T
CSJ:0699-01-051
BE
GI
N
PR
OJ
EC
T
CSJ:0699-01-052
EN
D
PR
OJ
EC
T
[
FM 89
ST
A 148
+60.00
1,785.89
VPI STA = 126+00.00
EL = 1,786.70
(+)0.3534 % (-)0.3600 %
L = 100.00'
K = 140
ex = -0.09'
VPI STA = 127+00.00
EL = 1,786.34
(-)0.3600 % (+)0.3532 %
VPI STA = 141+70.00
EL = 1,791.53
(+)0.3532 % (-)0.3500 %
VPI STA = 144+50.00
EL = 1,790.55
(-)0.3500 % (+)0.3706 %
L = 100.00'
K = 139
ex = 0.09'
VPI STA = 147+00.00
EL = 1,791.48
(+)0.3706 % (+)0.3500 %
VP
C 125
+50.00
E
L.
= 1,786.52
VP
T 126
+50.00
E
L.
= 1,786.52
VP
C 144
+00.00
E
L.
= 1,790.73
VP
T 145
+00.00
E
L.
= 1,790.74
115+00 120+00 125+00 130+00 135+00 140+00 145+00
1,786.01
1,786.32
1,786.79
1,787.17
1,787.52
1,787.94
1,788.36
1,788.75
1,789.14
1,789.24
1,789.52
1,789.75
1,790.01
1,790.14
1,790.33
1,790.54
1,790.80
1,790.97
1,791.09
1,791.33
1,791.60
1,791.87
1,792.03
1,792.23
1,792.43
1,785.99
1,786.35
1,786.61
1,786.34
1,786.69
1,787.05
1,787.40
1,787.75
1,788.11
1,788.46
1,788.81
1,789.17
1,789.52
1,789.87
1,790.23
1,790.58
1,790.93
1,791.29
1,791.43
1,791.08
1,790.73
1,790.74
1,791.11
1,791.48
1,791.83
S
Danville
Dr
39
S th
St
84
83
Gilm
er
Ave
Arro
whead
Dr
Robertson
Dr
S
Cla
ck
St
40
S th
St
41
S st
St
FM 89
11700
16150
11800
16250
16050
11650
16050
11650
100
50200
50
100
50
200
150
150
200
11800
16250
12000
16550
16100
11700
16100
11700
450
300
300
450
41st S
TR
EE
T
40th S
TR
EE
T
100
50
150
100
450
300
150
100
150
100 4800
3500
800
1100
150
100
1200
850
3200
2300
150
100
5700
4100
US 8
3
500
400
100
200
3700
5100
5550
4050
6850
5000
US 8
3
1050
1450
1050
1450
10500
14450
23750
17250
1100
800
6050
8300
12700
17450
7850
5750
12450
9050
4450
3250
300
200
20000
14500
18850
13650
10450
14400
5150
7150
7050
9750
6050
8300
4400
350
23000
16700
FM 89
11700
16150
11800
16250
23100
16750
23100
16750
200
150
350
500
RO
BE
RTS
ON D
R
100
50
CU
TLIN
E
ES
AL
1100
800500
350
12950
17850
12950
17850
17650
12800
17650
12800
200
150
150
200
AR
RO
WH
EA
D D
R
100
50
200
150200
150
10500
13850
10500
13850
17850
12950
17950
13000
2950
4100
RE
BE
CC
A L
N
2950
4100
2900
4000
2950
4100
4000
2900
4000
2900
200
150
1100
800
18750
25750
FM 89
NOT USED
PO
T 123
+70.26
125+00
PC 125
+97.92
PT 128
+53.10
130+00
135+00
140+00
145+00 PC 146
+75.10
Source: http://propaccess.taylor-cad.org
(Database last updated: 3/1/2016)
PROPERTY OWNERSHIP TABLE
FM 89 - NORTHBOUND
OWNER ID NO.
PROPERTY OWNERSHIP TABLE
Source: http://propaccess.taylor-cad.org
(Database last updated: 3/1/2016)
OWNER ID NO.
FM 89 - SOUTHBOUND
12800 REEDER, MARK ALLEN & JANICE
12801 T & T OKLAHOMA LLC
12935 SNOWMASS ENERGY PARTNERS LTD
12938 BLOOMER, CHARLES R
12939 LINN, GARY G & LISA M
12942 RENT CITY PROPETIES LP
12945 LINN, GARY G & LISA M
17190 PARTIN, GEORGE T
18435 LINWOOD, LEE JR
18549 BARBEE, WELDON D & SUSAN
18665 KING, LEE W JR & KATHERINE R
20553 WILHELM, LOUIS J
22112 CAFFEY, B E
22241 DAVIS, JEAN
22371 RICHARDSON, JOE
58922 FLORENZA, JOSEPH A REV
61374 DAVIDSON, DOROTHY A
61511 ABERNATHY, JOHN F & JUDY G
64619 CARLETON, ROBERT L & LINDA C
64751 HALL, JAMES R & CAROLE
64873 MYRICK, WILLIAM BRYCE & RENNA K
65006 BORDE, BETTY L
65128 NEATHERLIN, GAYLON MC KELVEY
65247 GRAY, JOHN & ANITA
66532 HOOVER, DENISE
66652 MAXWELL, SHEILA D
66769 POLI, DOUGLAS A & JUDY A
67004 BUDIN, RACHEL R
67140 MARTINEZ, BRENDA L
73192 MARTINEZ, FRANCISCO C
73314 YATES, JOHN R & CAROL A
73448 LYONS, KENNETH F & JANICE FAYE
73579 ELLIS, RAY H III & KIMBERLY C
73711 HINES, KAREN & VICKI HURST ET AL
986463 WILSON, MINNIE M
996287 HENDRICK MEDICAL CENTER
12108 GFC LEASING
16300 BUFFALO GAP STREET PROPERTIES LLC
16548 AVILA, GABRIEL & SHERRY
17938 BUFFALO GAP STREET PROPERTIES LLC
18055 BUFFALO GAP STREET PROPERTIES LLC
18524 BUFFALO GAP STREET PROPERTIES LLC
31869 (NO OWNER LISTED)
34761 (NO OWNER LISTED)
39878 RIDGEMONT BAPTIST CHURCH
46848 BALLARD, DAVID & KAREN S
46963 ZAK, VIRGINIA
47588 OVERSTREET, TARA NICOLE
47590 ZOUTON LLC
47591 SCJ HOLDINGS A LLC
47714 REESE, JOHN
47715 MITCHELL DAN E
47716 STOVALL, STEVEN B & W JUANITA
61591 WHITWORTH, SAM & MONICA
63431 ROSTVOLD, STACY
63557 HALEY, MARILYN KAY KNOPP
66895 CALLAWAY, CAROL
67041 FIRST FINANCIAL BANK NA
67042 ABILENE GAP ASSOCIATES LLC
71537 MILL IRON J & CO LLC
72177 RAMON, OSCAR JR
75547 SKINNYS INC
76665 KENCOM INC
98268 MC LEOD, BARRY
111067 CITY OF ABILENE
976276 CALLAWAY, DONALD A III
981016 CHEVRON USA INC
2%
LANE
12'
66'
2%
GROUND
EXISTING
EXI
ST.
R.
O.
W.
VARIES (115' MIN. TO 133' MAX.)
[ FM 89
LANE
12'
LANE
14'
LANE
14' 14'
VARIES
SLOPE
VARIES
SLOPE EXI
ST.
R.
O.
W.
ROBERTSON DR TO BETTES LN
2%
LANE
12'
2%
GROUND
EXISTING
VARIES (115' MIN. TO 142' MAX.)
[ FM 89
LANE
12'
LANE
14' 14'
LANE
12'
LANE
13'
VARIES
SLOPE
LANE
0'-14'
77'- 91'
VARIES
SLOPE
US 83 TO ROBERTSON DR
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
PGL
4%4%
[ FM 89
GROUND
EXISTINGUSE LANE
SHARED
14' 17' F-F
LANE
11'
1'
VARIES
1'
2% 2%
VARIES
SDWK
6'
USE LANE
SHARED
14'
LANE
11'
1' 1'
2% 2%
8.5' 8.5'
GROUND
EXISTING
SDWK
6'
[ FM 89
2%
GROUND
EXISTING USE LANE
SHARED
14'
LANE
12'
5'
VARIES2'
2%2%
GROUND
EXISTING
USE LANE
SHARED
14'
LANE
12'
2'
TWLTL
14'
VARIES (120'-123')
PR
OP.
R.
O.
W.
SDWK
2%
SDWK
COUNTRYSIDE DR TO BETTES LN
5-LANE WITH TWO WAY LEFT TURN LANE
RAISED MEDIAN WITH 6-LANES + LEFT TURN BAY
US 83 TO REBECCA LN
LANE
11'
LANE
11'
PR
OP.
R.
O.
W.
[ FM 89
GROUND
EXISTING
EXI
ST.
R.
O.
W.
PR
OP.
R.
O.
W./
64.5' VARIES (60' MIN.-64.5' MAX.)
VARIES (124.5'MIN.-129'MAX.)
RAISED MEDIAN WITH 4-LANES + 2- LEFT TURN BAYS
REBECCA LN TO COUNTRYSIDE DR
2%PGL 4%
1' 2'1'
LANE
12'
2% 2%
LANE
12'
LANE
LEFT TURN
12'
LANE
LEFT TURN
11'
LANE
SHARED USE
14'
SDWK
5' 5'
2'VARIES
LANE
SHARED USE
14'6'
(SB FM 89)
37.5'
(NB FM 89)
49.5'
GROUND
EXISTINGVARIES
SLOPE
(NB FM 89) (SB FM 89)
(NB FM 89) (SB FM 89)
1'6'
DITCH
BOTTOM
[ FLAT
VARIES
VARIES
4'
VARIES
SLOPE
VARIES
SLOPEUSUAL
3:1
USUAL3:1
2%
SDWK
1'6'
DITCH
BOTTOM
[ FLAT
VARIES
VARIES
4'
USUAL
3:1
USUAL3:1
VARIES
SLOPE
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
60' MIN. (VARIES)61' MIN. (VARIES)
VARIES (115'MIN.-142'MAX.)
1
5'
EXI
ST.
R.
O.
W.
60' MIN. (VARIES) 60' MIN. (VARIES)
EXI
ST.
R.
O.
W.
RO
LL 1
OF
2
RO
LL 1
OF
2
1,800
1,790
1,780
1,770
1,760
1,750
1,740
1,800
1,790
1,780
1,770
1,760
1,750
1,740
1,800
1,790
1,780
1,770
1,760
1,750
1,740
1,800
1,790
1,780
1,770
1,760
1,750
1,740
EXISTING TYPICAL SECTIONS
Mc DONALD'S
MALL OF ABILENE CARE
HEALTH
INTERIM
SILVER'S
LONG JOHN
ANIMAL CLINIC
BUFFALO GAP RD
84
83
AT [ FM 89
PROFILE GRADE
PROPOSED
AT [ FM 89
GROUND
EXISTING
EXI
STI
NG
PR
OP
OS
ED
EXI
STI
NG
PR
OP
OS
ED
CURVE EXFM89-2
WATER
PURE
Industrial
Blv
d
[ FM 89 STA 123+70.00
CSJ:0699-01-052
BEGIN PROJECT
CURVE EXFM89-3
SUPERMARKET
UNITED
MARKET STREET
INC
& FRIES,
BURGERS
BE
GI
N
CSJ:0699-01-051
EN
D
CSJ:0699-01-052
MA
TC
H
LI
NE
ST
A 148
+60
TRAFFIC DIAGRAM
2018 ADT
2038 ADT
10000
10000
TxDOT,TP&P DIVISION,JUNE 10, 2016
SOURCE:
FROM US 83 (WINTERS FRWY) TO REBECCA LNFM 89 TRAFFIC PROJECTIONS
LEGEND
PROPOSED TYPICAL SECTIONS
1
TO SOUTH OF ARROWHEAD DR PENDING FURTHER REVIEW AND APPROVAL
PROPOSED 10-FT HIGH NOISE WALLS FROM NORTH OF ROBERTSON DR
Buffalo Gap Rd FARM
ROAD
89
FARM
ROAD
89
PI STATION = 115+57.58
DELTA
TANGENT = 32.27
LENGTH = 64.53
RADIUS = 3,819.72
PC STATION = 115+25.32
PT STATION = 115+89.85
CURVE EXFM89-1 CURVE EXFM89-2
PI STATION = 127+13.12
DELTA
TANGENT = 128.02
LENGTH = 255.17
RADIUS = 1,273.24
PC STATION = 125+85.11
PT STATION = 128+40.28
CURVE EXFM89-3
PI STATION = 149+64.07
DELTA
TANGENT = 295.29
LENGTH = 582.42
RADIUS = 1,432.39
PC STATION = 146+68.78
PT STATION = 152+51.20
HORIZONTAL ALIGNMENT CURVE DATA
MA
TC
H
LI
NE
ST
A 148
+60.00
61591
981226
33673
33678
117292
117291
7287866744
99326
55553
56335
43728
56200
7207772334
7233229542971850
29707
33900
43486
4337243253
431294301142872
4273142607
4249142373
42244
4212542001
41874
36115
35998971887
980804
24408
90634
9063343355
3516235158
31349
28085
24808
72208
56196
35841
125147
35840
55553
56063
981016111067
EXIST. R.O.W.
EXIST. R.O.W.
EXIST. R.O.W.
EXIST. R.O.W.
EXIST. R.O.W.
PROP. R.O.W.
[ EXISTING FM 89
NOISE WALL
10-FT HIGH
PROPOSED
NOISE WALL
10-FT HIGH
PROPOSED
N
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