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  • CRAVEN AVE LOOP 340 MEYERS LN - ftp.dot.state.tx.usftp.dot.state.tx.us/pub/txdot-info/my35/schematics/5a-340-craven.pdf · 2311 2311 2311 3051 84 35 84 2491 1858 933 933 3149 31 1637
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Moore Cemetery Chalk Bluff Cemetery White Rock Cemetery CREEK AQUILLA CREEK ROGERS HILL ROGERS HILL COX GRAHAM FORT MORAVEC White Rock Creek BEVERLY Gerald Cemetery WACO MOTT James Connally Golf Course ROSS LEROY NORTHCREST Spring Lake Elm Mott Cemetery Pop 188 Pop 1,725 Pop 292 AIRPORT MAZANEC Tehuacana Creek Wildcat Hog PARKLAKE LAKE FOREST IONE 21ST 20TH 19TH GREGORY CEDAR MOUNTAIN ROBINWOOD SCOTTWOOD GLENWOOD LAKE SHORE LINDA AIRPORT MOCKINGBIRD POWELL CAMERON COLLEGE McLENNAN HIGHLAND SHADY GLEN Bosque Park McLennan Community College ADELINE LOVERS LEAP CAMERON PARK MERRIWOOD CIRCLE DRIPPING SPRINGS Cameron Dripping OLD DALLAS CARL WILSON POLK PENTON GRAHAM WILLIAMS MOUNT CALM Lions Park TIREY Miller Memorial Cemetery Williams Creek Jenkins BRAZOS RIVER Elm Creek Branch Branch Hole Branch Giles Branch McKenzie Branch Rice Creek Elm Creek TEHUACANA CREEK Wildcat Creek Cottonwood Creek Roberts Creek Little Tehuacana Creek Post Creek Oak Little Tehuacana Creek White Rock Creek Moose Creek Wolf Branch Keys BOSQUE RIVER BRAZOS BRAZOS RIVER Park BELLMEAD Lucky Creek Williams Creek Pop 3,617 Pop 8,336 Concord Cem T S T C - WACO Bold Springs WIGGINS St Peters St Marys Ash Creek Rice Moses Creek Creek HOEN TOURS REAGAN OLD WACO-DALLAS WEST Pop 2,515 Park UP ROGERS HILL GHOLSON BEND HORSESHOE BEND LINDSEY CASTILLO VILLAGE ROSS SPUR J L BUSTER AVIATION PKWY MAEHR OUR WAY MONTHIE COUNTRY STARLIGHT CONCORN HALF PINT MAZANEC MONTHIE BAYS OAK KNOLL KELINSKE LEUSCHNER SOLITUDE BEAVERS JANKE LOOP GERALD ALTUS IVY GERALD RICHTER KASBERG GRELLHESL 4TH 1ST PARK CHURCH COMMERCE JANES PARK LEROY PKWY HERITAGE PKWY HERITAGE PKWY WHISKEY HOLLOW UPTMORE BLUHM WATER TOWER PLEASANT HILL N LEAGUE RANCH OLD AXTELL BEAVER LAKE BAYS ROSS ROGERS HILL FORT HILL WHITE OAK W M CLARK RAINER RAINER GRUDZIECKE BAESE BAY WOODY OLD AXTELL NATIVE OAKS BAYS DENTON OLIVE BRANCH KIRKLAND HILL WASHINGTON ROCK CREEK OLD STEINBECK BEND HELEN LEON AVON SYDNEY JOY RIVER BO BRAZOS POINT RIVER BEND LACY- LAKEVIEW OLD MEXIA ROAD BOYS RANCH OLD AXTELL ROAD RANCH ORCHARD CAMPGROUND SELBY OLD STEINBECK LAKE SHORE DOUBLE E E DOUBLE E E RANCH STEINBECK ST L & SW RR (SP) BERGER ST MARTINS CHURCH RICE CREEK BIG BASS Pop 5,342 UNION PACIFIC RAILROAD WOLF BLACKJACK BEAVER OLD MEXIA CASEY HASKELL BUSTER CHATHAM OLD MEXIA Texas State Technical College- Waco ROSS LEISURE VALLEY LEON BULLDOG RUN Elm Creek Cottonwood Creek Rice Creek GEY CARSON PECOS UP 77 31 84 84 308 308 308 308 3149 2311 2311 2311 3051 84 84 35 2491 1858 933 933 3149 31 1637 3051 299 933 3051 2114 1858 2114 2311 308 35 77 B77 L Creek Brookeen 3051 340 2418 DALLAS ROAD OLD INDUSTRIAL 340 MEYERS 933 CREST 2417 LINCOLN CITY HILLTOP OLD DALLAS ROAD ROSS ROSS WHITE OAK TOURS WIGGINS TOKIO ELM MOTT R R R R R SWANSON REALTY LTD. TEM-KIL CO., INC. CBOCS TEXAS LIMITED PARTNERSHIP DOWNSTREAM PARTNERS L.P. BELLMEAD STATE BANK STREET DEDICATION TRI-CITIES ADDITION TO THE CITY OF BELLMEAD LUBY’S RESTAURANTS LIMITED PARNERSHIP TRI-CITIES ADDITION SUBDIVISION TRI-CITIES ADDITION, VOL. 1868, PG. 51, CAMPBELL GIRLS PARTNERSHIP NO. 2, LTD. DIAMOND SHAMROCK STATIONS, INC. PALUXY ROAD HEALTH CARE, INC. & HEALTH FACILITIES CREDIT CORPORATION SAFEWAY STORES 83, INC. WAL-MART ADDITION TO THE CITY OF BELLMEAD POPEYE’S OF LAREDO WAL-MART ADDITION TO THE CITY OF BELLMEAD HOME DEPOT U.S.A., INC. A. LEON THOMPSON, JR., TRUSTEE HUMBLE OIL & REFINING COMPANY TYLER W. PAYTON, JR. AND WILLIAM BERTRAND PAYTON PATRICK J. WILLIAMS JR. FRED A WILLIAMS THE CITY OF BELLMEAD, TEXAS MR W FIREWORKS INCORPORATED ELIZA BRINKLEY CATALICIO PEREZ SKYLINE TERRACE JOSE C. TAPIA AND JOSEPHINE TAPIA, TRUSTEES CAROLYN D. MULLIGAN SYLVIA BARRETT & SAMMIE PETTERSON EVO D. MARINI NEWTON HARRIS ADDITION NEWTON HARRIS PAUL A. JOHNSON & SHIRLEY D. JOHNSON ROBERT OWEN & VICKI HOLMAN WILSON OXYGEN AND SUPPLY CO. BRAD MELNICK AND STEVEN L. MELNICK ADVANTAGE BILLBOARD COMPANY, LLC HART NANCE, TRUSTEE OTHEL M. NEELY JEFFREY DON CHRISTIAN AMERELI, INC. ROBERT E. JONES K.E. PALMER GLEN GUTHRIE HILLCREST INDUSTRIES, L.C. ROBERT FAIRLY BILLIE JEAN MARTN CROSBY ELMO M. MIMMS AND ANNIE MAE MIMMS ARTHUR E. OLEKSIAK AND DOROTHY OLEKSIAK DOUGLAS C. JOLLEY AND MARY JEAN JOLLEY MOSLEY ADDITION SUBDIVISION LEO FRANCIS LOGAN WANDA LOGAN WILLIAM H. HOLOBAUGH TRACIE A. HOLOBAUGH ROY D. HOLLINGSWORTH MARTHA L. HOLLINGSWORTH ROYCE E. DURHAM AND WIFE LOUISE DURHAM SAMMY G. HAMLIN, et ux WILLIAM D. COLLINS BARBARA L. WHITE ROYCE E. DURHAM AND WIFE LOUISE DURHAM WANDA L AND J.Y. YARBROUGH, JR. EAST WACO CONGREGATION OF JEHOVAH’S WITNESSES MOSLEY ADDITION SUBDIVISION DARLEEN RENA CORNETT KAREN SUE CORNETT JOHN D. EFFELFINGER BILLIE MAE VANDEVER WILLIAM G. FRENCH BERNERD L. GAIDUSEK ANTHONY LOPEZ AND WIFE BRIDGETT C. LOPEZ MASSIER ADDITION SUBDIVISION SEWER EASEMENT W.B. LENAMON W.B. LENAMON CO. ARNOLDO DEJESUS NAIRA, et ux NOIRA & MARIA DeLaPaz Noira DAHYALAL A. GAJERA ANDERSON SUBDIVISION BRAZOS PAWN, INC. ROSA S. FARIAS ALBERT E. CARPENTER AND WIFE, MARY F. CARPENTER OTHEL M. NEELY MARILYN GRIGGS JOE IVY AND LINDA IVY W.B. LENAMON CO. ORVILLE M. JOBE, JR. MILLICENT CALDWELL JONES, II, et al TRUSTEES MILLICENT CALDWELL JONES, II, et al TRUSTEES JAI SHREE AMBE CORPORATION TOMMY CARLTON ANDERSON AND WIFE, JO ANN ANDERSON CENTRAL TEXAS PROPERTIES, LTD WESTDALE PROPERTIES AMERICA I, LTD. PATRICK BOLFING PATRICK BOLFING AND WIFE JO ANN BOLFING GLEN GUTHRIE PAUL AND SHIRLEY JOHNSON FAMILY LIMITED PARTNERSHIP McDONALD’S CORPORATION TYLER W. PAYTON, JR. AND WILLIAM BERTRAND PAYTON EDNA RUTH PICK, TRUSTEE HILLCREST INDUSTRIES, L.C. TYLER W. PAYTON, JR. AND WILLIAM BERTRAND PAYTON CAROLYN D. MULLIGAN FINKE’S FOLLY ADDITION PALM HARBOR HOMES 1, L.P. MEYERS LN LOOP 340 CONNOWAY ST AVENUE G AVENUE I CRESCENT ST CRESCENT ST PECAN AVE PECAN AVE BANK DR PERVIS ST PATRICK BOLFING, et al PATRICK BOLFING, et al S. OAKS DR S. WALNUT ST CRAVEN AVE HOOK AVE DENIAL OF ACCESS DENIAL OF ACCESS DENIAL OF ACCESS DENIAL OF ACCESS DENIAL OF ACCESS DENIAL OF ACCESS SANITARY SEWER CITY OF LACY LAKEVIEW OE OE OE CITY OF LACY LAKEVIEW 8" WATER LINE SWB TELEPHONE (BURIED) 10+00 15+00 10+00 15+00 20+00 25+00 30+00 10+00 15+00 20+00 10+00 POT Sta 850+00.00 850+00 855+00 860+00 865+00 870+00 875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00 920+00 925+00 930+00 935+00 PC Sta 938+47.04 940+00 945+00 950+00 955+00 PT Sta 959+30.58 960+00 10+00 15+00 20+00 4930+00 4935+00 PC 4938+73.24 4940+00 4945+00 PT 4945+16.59 PC 4948+68.86 4950+00 PT 4954+21.92 4955+00 PC 4957+63.61 4960+00 POT 2860+00.00 2860+00 2865+00 PC 2869+09.71 2870+00 PT 2873+92.51 2875+00 2880+00 PC 2881+41.19 2885+00 PT 2885+92.49 2890+00 PC 2892+70.85 2895+00 PT 2895+60.18 PC 2895+97.88 2900+00 PT 2902+45.91 PC 2904+40.34 2905+00 PT 2908+18.87 2910+00 2915+00 2920+00 2925+00 2930+00 2935+00 2940+00 PC 2942+41.75 2945+00 PT 2947+55.50 PC 2949+44.95 2950+00 PC 2953+93.22 2955+00 PT 2956+98.23 2960+00 PT 2953+61.76 10+00 15+00 20+00 25+00 30+00 PC 4860+00.00 4860+00 PT 4863+49.48 4865+00 4870+00 PC 4874+19.08 4875+00 PRC 4879+45.04 4880+00 PT 4883+96.93 4885+00 PC 4889+52.14 4890+00 PT 4892+89.24 PC 4893+92.69 4895+00 PT 4899+77.07 4900+00 PC 4903+77.18 4905+00 PT 4906+62.15 4910+00 4915+00 4920+00 4925+00 PC 4925+79.72 PT 4928+12.97 10+00 15+00 20+00 N8^21’31.54"E N0^26’12.71"E N9^18’42.35"E N2^37’44.47"W N5^51’54.96"W N20^38’45.46"E N22^08’11.37"E N15^13’15.64"E N20^50’31.70"E N24^59’11.21"E N15^42’15.18"E N20^37’59.88"E N22^05’01.49"E N20^37’59.88"E N15^55’20.88"E N24^17’34.67"E N21^05’29.15"E 10+00 15+00 20+00 10+00 15+00 20+00 25+00 30+00 L:\110071\140-10096-001\PROD\Exhibits\5005public-5a_lan-1.dgn 10/17/2008 11:41:19 AM ROADWAY 2030 ADT DESIGN SPEED N 0 100 500 300 0 20 60 FT (VERTICAL) FT (HORIZONTAL) Texas Department of Transportation VICINITY MAP NO SCALE PREPARED UNDER THE SUPERVISION OF CONCURRENCE DISTRICT ENGINEER DATE DIRECTOR OF TRANSPORTATION PLANNING & DEVELOPMENT DATE AREA ENGINEER DATE MILTON W. RICHTER, P.E. 37672 10/17/08 PROJECT MANAGER PE# DATE ROLL OF 3 100 P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F T E X A S 37672 MILTON W. RICHTER FUNCTIONAL CLASS: RURAL FREEWAY DESIGN SPEED: 70 MPH MAIN LANES 40 MPH URBAN FRONTAGE ROADS 50 MPH RURAL FRONTAGE ROADS 45 MPH URBAN RAMPS 50 MPH RURAL RAMPS NB AND SB IH 35 NB AND SB URBAN FRONTAGE NB AND SB RURAL FRONTAGE MEYERS LANE CRAVEN AVE FM 2417 (CREST DR) BUSINESS 77 FM 308 (ELM MOTT LN) HILLTOP / OLD DALLAS RD ROSS ROAD FM 3149 (TOURS ROAD) WIGGINS ROAD FM 1858 (TOKIO RD) 51300 17500 17500 2500 3900 9000 5500 2600 400 500 700 400 1300 70 MPH 40 MPH 50 MPH 40 MPH 40 MPH 40 MPH 45 MPH 30 MPH 30 MPH 40 MPH 50 MPH 40 MPH 50 MPH IH 35 CL STA 860+00 BEGIN PROJECT BEGIN CSJ: 0015-01-180 IH 35 CL STA 1038+00 END CSJ: 0015-01-180 BEGIN CSJ: 0014-09-080 IH 35 CL STA 1171+00 END CSJ: 0014-09-080 BEGIN CSJ: 0014-08-075 IH 35 CL STA 1563+45 END PROJECT END CSJ: 0014-08-075 WACO DISTRICT IH 35 CORRIDOR McLENNAN COUNTY SECTION 5 - SCHEMATIC, PART A OCTOBER 17, 2008 FROM: LOOP 340 TO: FM 1858 PROJECT LENGTH: 13.5 MILES CSJ: 0015-01-180, 0014-09-080, 0014-08-075 SCALE = 1:100 (HORIZONTAL) SCALE = 1:20 (VERTICAL) CL MEYERS LN CL CRAVEN AVE CL RR TRACK EXISTING SBML EXISTING NBML EXIST 3-7’x3’ FL 476.41 15.5’ MIN. CLEARANCE EXIST 2-6’x3’ FL 451.37 EXIST 2-5’x3’ FL 480.08 EXIST 2-6’X3’ FL 442.60 EXIST 2-7’X3’ FL 445.02 EXISTING MAINLANE EXISTING MAINLANE BEGIN EXISTING SPLIT PROFILE EXISTING MAINLANE EXISTING SBML EXISTING NBML 860+00 865+00 870+00 875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00 920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00 479.37 479.62 479.92 480.27 480.63 480.99 481.27 481.47 481.67 481.88 482.24 482.83 483.65 484.70 486.23 488.37 490.76 493.14 495.53 497.74 499.53 500.90 501.86 502.40 502.52 502.23 501.52 500.40 498.85 479.47 479.78 480.09 480.39 480.70 481.09 481.61 482.10 482.34 482.44 482.85 483.63 484.78 486.28 488.15 490.39 492.88 495.37 497.81 499.91 501.62 502.93 503.86 504.39 504.53 504.29 503.65 502.62 501.20 499.38 476.93 465.89 468.47 470.38 471.26 471.47 471.66 471.85 472.04 472.23 472.42 472.61 472.80 473.03 473.42 473.78 473.40 472.29 471.12 469.91 468.27 466.05 463.59 461.14 458.66 456.33 454.61 453.54 453.11 453.29 453.62 453.94 454.27 454.60 455.24 456.59 458.63 461.23 463.88 466.52 469.16 471.72 473.75 475.18 476.02 476.26 475.97 475.60 475.22 474.85 474.48 474.12 473.92 473.93 474.14 474.45 474.76 475.07 475.38 475.69 476.00 476.31 476.62 477.24 477.55 477.86 478.17 478.48 478.79 479.10 MATCH LINE STA 955+00 MATCH LINE STA 955+00 MATCH LINE STA 955+00 MATCH LINE STA 955+00 420 440 460 N 100 0 200 300 GRAPHIC SCALE (IN FEET) N 100 0 200 300 GRAPHIC SCALE (IN FEET) PROP CL IH 35 PROP CL IH 35 SOUTHBOUND FRONTAGE ROAD HORIZONTAL CURVE DATA TABLE NORTHBOUND FRONTAGE ROAD HORIZONTAL CURVE DATA TABLE 1 MATCH LINE STA 4955+00 MATCH LINE STA 4955+00 MATCH LINE STA 2955+00 MATCH LINE STA 2955+00 SB ENTRANCE RAMP FROM US 77 NB EXIT RAMP TO US 77 SB ENTRANCE RAMP FROM CREST NB EXIT RAMP TO CREST SB ENTRANCE RAMP FROM CRAVEN NB EXIT RAMP TO CRAVEN NB ENTRANCE RAMP FROM MEYERS SB EXIT RAMP TO MEYERS SB EXIT RAMP TO LOOP 340 480 500 420 440 460 480 500 420 440 460 480 500 420 440 460 480 500 420 440 460 480 500 420 440 460 480 500 460 480 500 440 460 480 500 440 460 480 500 520 520 520 540 1 CURVE NAME PI STA DELTA DEGREE TANGENT LENGTH RADIUS PC STA PT STA CURVE NAME PI STA DELTA DEGREE TANGENT LENGTH RADIUS PC STA PT STA CURVE NAME PI STA DELTA DEGREE TANGENT LENGTH RADIUS PC STA PT STA NB EXIT RAMP TO CRAVEN AVE HORIZONTAL CURVE DATA TABLE CURVE NAME PI STA DELTA DEGREE TANGENT LENGTH RADIUS PC STA PT STA NB ENTRANCE RAMP FROM MEYERS LN HORIZONTAL CURVE DATA TABLE CURVE NAME PI STA DELTA DEGREE TANGENT LENGTH RADIUS PC STA PT STA SB EXIT RAMP TO LOOP 340 HORIZONTAL CURVE DATA TABLE CURVE NAME PI STA DELTA DEGREE TANGENT LENGTH RADIUS PC STA PT STA SB EXIT RAMP TO MEYERS LN HORIZONTAL CURVE DATA TABLE SBFR5A-1 4861+74.64 3%%d 20’ 04.17" (RT) 0%%d 57’ 17.75" 174.64 349.19 6,000.00 4860+00.00 4863+49.19 SBFR5A-2 4876+81.93 5%%d 01’ 21.04" (RT) 0%%d 57’ 17.75" 263.15 525.96 6,000.00 4874+18.78 4879+44.74 SBFR5A-3 4881+70.93 6%%d 28’ 22.65" (LT) 1%%d 25’ 56.62" 226.19 451.90 4,000.00 4879+44.74 4883+96.64 SBFR5A-4 4891+20.49 4%%d 42’ 39.00" (LT) 1%%d 23’ 50.85" 168.65 337.10 4,100.00 4889+51.84 4892+88.94 SBFR5A-5 4896+85.10 8%%d 22’ 13.78" (RT) 1%%d 25’ 56.62" 292.71 584.37 4,000.00 4893+92.40 4899+76.77 SBFR5A-6 4907+09.96 3%%d 41’ 00.27" (LT) 1%%d 07’ 24.41" 163.99 327.87 5,100.00 4905+45.97 4908+73.84 NBFR5A-1 2871+51.40 6%%d 54’ 55.73" (LT) 1%%d 25’ 56.62" 241.69 482.79 4,000.00 2869+09.71 2873+92.51 NBFR5A-2 2883+67.02 5%%d 37’ 16.06" (RT) 1%%d 14’ 44.02" 225.83 451.29 4,600.00 2881+41.19 2885+92.49 NBFR5A-3 2894+15.57 4%%d 08’ 39.51" (RT) 1%%d 25’ 56.62" 144.73 289.33 4,000.00 2892+70.85 2895+60.18 NBFR5A-4 2899+22.61 9%%d 16’ 56.02" (LT) 1%%d 25’ 56.62" 324.72 648.02 4,000.00 2895+97.88 2902+45.91 NBFR5A-5 2906+29.72 4%%d 55’ 44.70" (RT) 1%%d 18’ 07.84" 189.38 378.53 4,400.00 2904+40.34 2908+18.87 NBENMYR-1 10+53.25 1%%d 31’ 11.88" (LT) 1%%d 25’ 38.63" 53.25 106.49 4,014.00 10+00.00 11+06.49 NBENMYR-2 17+91.09 2%%d 10’ 24.30" (RT) 2%%d 51’ 53.24" 37.94 75.87 2,000.00 17+53.15 18+29.02 NBENMYR-3 26+80.14 8%%d 43’ 20.35" (LT) 1%%d 13’ 51.16" 355.00 708.63 4,654.88 23+25.15 30+33.77 SBEXMYR-1 10+76.79 2%%d 11’ 31.38" (RT) 1%%d 25’ 38.63" 76.79 153.57 4,014.00 10+00.00 11+53.57 SBEXMYR-2 19+88.39 11%%d 47’ 07.47" (LT) 2%%d 51’ 53.24" 206.42 411.39 2,000.00 17+81.97 21+93.36 CL STA 870+04.67 UNION PACIFIC RAILROAD SPUR RETAINING WALL RETAINING WALL RETAINING WALL RETAINING WALL RETAINING WALL RETAINING WALL NBEXCRV-2 19+43.49 2%%d 11’ 28.45" (LT) 2%%d 50’ 41.55" 38.52 77.02 2,014.00 19+04.97 NBEXCRV-1 11+42.38 4%%d 04’ 37.38" (RT) 1%%d 25’ 56.62" 142.38 284.63 4,000.00 10+00.00 12+84.63 19+81.99 CL NBFR CL NBFR CL SBFR CL SBFR CL STA 2869+53.16 EXIST 3-24" RCP TO REMAIN CL STA 875+40.60 EXIST 2-7’x3’ MBC TO REMAIN CL STA 894+39.60 EXIST 2-6’x3’ MBC TO REMAIN CL STA 4892+20.63 EXIST 2-6’x3’ MBC TO REMAIN CL STA 2896+83.16 EXIST 2-6’x3’ MBC TO REMAIN CL STA 4942+34.95 EXIST 2-5’x3’ MBC TO REMAIN CL STA 942+40.40 EXIST 2-5’x3’ MBC TO REMAIN CL STA 2942+59.63 EXIST 2-6’x3’ MBC TO REMAIN CL STA 947+35.77 EXIST 3-7’x3’ MBC TO REMAIN CL STA 2947+76.84 EXIST 3-7’x3’ MBC TO REMAIN CL STA 4947+75.96 EXIST 3-3’x2’ MBC TO REMAIN SBFR PGL NBFR PGL SBFR PGL SBFR PGL NBFR PGL NBFR PGL 4955+00 4955+00 955+00 955+00 2955+00 2955+00 SBEX340-1 10+59.33 3%%d 22’ 29.72" (RT) 2%%d 50’ 41.55" 59.33 118.63 2,014.00 10+00.00 11+18.63 SBEX340-2 17+88.95 9%%d 34’ 45.13" (LT) 0%%d 42’ 58.31" 670.32 1,337.51 8,000.00 11+18.63 24+56.14 CURVE NAME PI STA DELTA DEGREE TANGENT LENGTH RADIUS PC STA PT STA 10+41.72 0%%d 35’ 51.07" (LT) 0%%d 42’ 58.31" 41.72 83.43 8,000.00 10+00.00 10+83.43 19+95.82 2%%d 09’ 12.35" (LT) 1%%d 25’ 56.62" 75.18 150.34 4,000.00 19+20.64 20+70.98 30+27.70 3%%d 10’ 46.24" (RT) 2%%d 50’ 41.55" 55.90 111.76 2,014.00 29+71.81 30+83.57 SBENCRV-1 SBENCRV-2 SBENCRV-3 SB ENTRANCE RAMP FROM CRAVEN AVE CURVE DATA TABLE RETAINING WALL CL STA 2880+56.37 EXIST 2-8’x3’ MBC TO REMAIN CL STA 4899+40.46 1-5’x3’ SBC EXIST CL IH 35 EXIST CL IH 35 EXIST CL IH 35 EXIST NBML EXIST SBML EXIST NBML EXIST SBML EXIST NBML EXIST SBML EXIST ML EXIST ML EXIST GROUND EXIST GROUND EXIST GROUND EXIST GROUND EXIST GROUND EXIST GROUND CL STA 10+11.06 PROP 1-5’x3’ SBC CL STA 10+68.58 PROP 2-10’x3’ MBC IH 35 CL STA 860+00 BEGIN PROJECT BEGIN CSJ: 0015-01-180 CL STA 4873+25.39 EXIST 2-7’x3’ MBC TO REMAIN LEGEND PROPOSED RAMPS PROPOSED CROSS STREETS PROPOSED BRIDGES EXISTING R.O.W. EXISTING PROPERTY LINES EXISTING DRAINAGE EASEMENTS PROPOSED R.O.W. DENIAL OF ACCESS LINE PROPOSED DRAINAGE EASEMENTS PROPOSED FRONTAGE ROAD PROPOSED MAINLANE PROPOSED DRIVEWAYS EXISTING ROADWAY/DRIVEWAY TO BE REMOVED/IMPACTED PROPOSED RETAINING WALL LEGEND PROPOSED RAMPS PROPOSED CROSS STREETS PROPOSED BRIDGES EXISTING R.O.W. EXISTING PROPERTY LINES EXISTING DRAINAGE EASEMENTS PROPOSED R.O.W. DENIAL OF ACCESS LINE PROPOSED DRAINAGE EASEMENTS PROPOSED FRONTAGE ROAD PROPOSED MAINLANE PROPOSED DRIVEWAYS EXISTING ROADWAY/DRIVEWAY TO BE REMOVED/IMPACTED PROPOSED RETAINING WALL 10’ SHLDR 10’ SHLDR 3’ 12’ LANE 12’ LANE 12’ LANE 30’ CLEAR ZONE 59’ PROPOSED WIDTH PGL 10’ SHLDR 10’ SHLDR X-SLOPE BREAK PT 12’ LANE 12’ LANE 12’ LANE VARIES 10:1 MIN 30’ CLEAR ZONE 59’ PROPOSED WIDTH L PROPOSED NBFR 12’ LANE 12’ LANE 2% 8’ SHLDR PGL 4’ SHLDR R.O.W. C 30’ CLEAR ZONE VARIES (233’ USUAL) 30’ CLEAR ZONE 10’ 2% 12’ LANE 12’ LANE PGL L PROPOSED NBFR C R.O.W. 2’ 2’ VARIES 6’ MIN. 6:1 USUAL 4:1 MAX 4:1 50:1 50:1 4:1 PGL X-SLOPE BREAK PT 6:1 USUAL 4:1 MAX 5’ MIN VARIES (233’ USUAL) 10:1 3’ MIN VARIES 6’ MIN 30’ CLEAR ZONE 30’ CLEAR ZONE 10’ USUAL 5’ MIN 10’ SHLDR 10’ SHLDR 3’ 12’ LANE 12’ LANE 12’ LANE 30’ CLEAR ZONE 59’ PROPOSED WIDTH 2% 12’ LANE 12’ LANE PGL L PROPOSED NBFR C R.O.W. 2’ 2’ 50:1 4:1 PGL X-SLOPE BREAK PT 6:1 USUAL 4:1 MAX 10:1 3’ MIN VARIES 6’ MIN 30’ CLEAR ZONE 30’ CLEAR ZONE 10’ USUAL 5’ MIN VARIES CL PROPOSED IH 35 2.5% 2% X-SLOPE BREAK PT SSTB 10’ SHLDR 12’ LANE 12’ LANE 12’ LANE 10’ SHLDR 1’ X-SLOPE BREAK PT PGL SSTB SSTB 10’ SHLDR 12’ LANE 12’ LANE CL PROPOSED NBFR 12’ LANE 12’ LANE 2% CL PROPOSED IH 35 NOMINAL FACE OF RAIL PROP. R.O.W. 2% 12’ LANE 6:1 TYP 3:1 MAX 4:1 TYP 3:1 MAX VARIES VARIES 10’ MIN 6:1 TYP 4:1 MAX 6:1 TYP 4:1 MAX DITCH WIDTH VARIES 6’ USUAL 1’ 1’ DITCH WIDTH VARIES 6’ USUAL 2’ CURB & GUTTER 8’ SHLDR PGL 10’ SHLDR 1’ BL PROPOSED RAMP 14’ RAMP 6:1 TYP 4:1 MAX NORTHBOUND RAMP TYPICAL SOUTHBOUND RAMP REVERSE SECTION CL PROPOSED IH 35 SSTB CL PROPOSED NBFR PROP. R.O.W. VARIES VARIES 10’ MIN 8:1 TYP 6:1 MAX 6:1 TYP 4:1 MAX VARIES VARIES 6:1 TYP 4:1 MAX DITCH WIDTH VARIES DITCH WIDTH VARIES PGL VARIES 2% PGL 2.5% 2% X-SLOPE BREAK PT 10’ SHLDR 12’ LANE 12’ LANE 12’ LANE 10’ SHLDR 120’ OVERALL WIDTH 6’ 3’ 59’ 2’ 6’ SHLDR PROPOSED R.O.W. VARIES VARIES PROPOSED R.O.W. VARIES 2’ MOW STRIP (5" CONC. RIPRAP) SSTB 1’ SSTB SSTB 28’ 2.5% 2% X-SLOPE BREAK PT PGL SSTB 10’ SHLDR 12’ LANE 12’ LANE CL PROPOSED NBFR 12’ LANE 12’ LANE 2% CL PROPOSED IH 35 NOMINAL FACE OF RAIL PROP. R.O.W. 2% 12’ LANE 6:1 TYP 3:1 MAX 4:1 TYP 3:1 MAX VARIES VARIES 10’ MIN 6:1 TYP 4:1 MAX DITCH WIDTH VARIES 6’ USUAL 1’ DITCH WIDTH VARIES 6’ USUAL 8’ SHLDR PGL 10’ SHLDR 1’ 3’ 59’ PROPOSED R.O.W. VARIES SSTB 2’ MOW STRIP (5" CONC. RIPRAP) 4’ SHLDR 4:1 TYP 3:1 MAX 4:1 TYP 3:1 MAX CL PROPOSED IH 35 CL PROPOSED IH 35 CL PROPOSED IH 35 VARIES 10:1 MIN DITCH WIDTH VARIES 6’ USUAL 2.0% 2.5% 2.0% 2.5% 2.0% 2.5% 2.5% 2.0% 12’ LANE 12’ LANE 12’ LANE 10’ SHLDR 3’ 12’ LANE 12’ LANE PGL 2% 2.5% X-SLOPE BREAK PT 4’ SHLDR 8’ SHLDR 12’ RIGHT TURN LANE 12’ LEFT TURN LANE 0’-12’ U-TURN LANE 0’-12’ RIGHT TURN LANE 10’ SHLDR 12’ LANE 12’ LANE 12’ LANE 30’ CLEAR ZONE 2% 12’ LANE 12’ LANE PGL L PROPOSED NBFR C R.O.W. 2’ 2’ 50:1 4:1 PGL 6:1 USUAL 4:1 MAX 3’ MIN VARIES 6’ MIN 10’ USUAL 5’ MIN 2% 12’ LANE 12’ LANE PGL L PROPOSED NBFR C R.O.W. 2’ 2’ 50:1 4:1 6:1 USUAL 4:1 MAX 3’ MIN VARIES 6’ MIN 10’ USUAL 5’ MIN VARIES 2% 12’ LANE 12’ LANE PGL L PROPOSED NBFR C R.O.W. 2’ 2’ 50:1 4:1 6:1 USUAL 4:1 MAX 3’ MIN VARIES 6’ MIN 10’ USUAL 5’ MIN VARIES CL EXISTING IH 35 2.0% 2.5% 0’-12’ U-TURN LANE 0’-12’ RIGHT TURN LANE 0-’12’ AUX/EXCL LANE 58’ EXISTING WIDTH PROPOSED TYPICAL SECTION FOR URBAN FRONTAGE ROADS PROPOSED TYPICAL SECTION FOR URBAN FRONTAGE ROADS w/TURN LANES SB REVERSE SECTION FROM STATION 876+96 TO STATION 890+53 FROM STATION 904+25 TO STATION 921+42 FROM STATION 934+05 TO STATION 941+58 FROM STATION 956+12 TO STATION 984+24 FROM STATION 998+35 TO STATION 1007+04 NB FROM STATION 891+70 TO STATION 898+94 FROM STATION 943+52 TO STATION 950+89 FROM STATION 988+87 TO STATION 992+89 NB FROM STATION 898+94 TO STATION 905+10 FROM STATION 910+79 TO STATION 925+49 FROM STATION 950+89 TO STATION 957+20 FROM STATION 975+91 TO STATION 988+87 FROM STATION 992+89 TO STATION 999+35 FROM STATION 1006+48 TO STATION 1016+90 SB REVERSE SECTION FROM STATION 864+98 TO STATION 876+96 FROM STATION 890+53 TO STATION 896+72 FROM STATION 921+42 TO STATION 934+05 FROM STATION 941+58 TO STATION 948+24 FROM STATION 984+24 TO STATION 990+69 FROM STATION 1007+04 TO STATION 1016+90 PROPOSED TYPICAL SECTION FOR URBAN FRONTAGE ROADS w/AUX LANES 10’ SHLDR 10’ SHLDR 3’ 12’ LANE 12’ LANE 12’ LANE 30’ CLEAR ZONE 59’ PROPOSED WIDTH 2% 12’ LANE 12’ LANE PGL L PROPOSED NBFR C R.O.W. 2’ 2’ 50:1 4:1 PGL X-SLOPE BREAK PT 6:1 USUAL 4:1 MAX 10:1 3’ MIN VARIES 6’ MIN 30’ CLEAR ZONE 30’ CLEAR ZONE 10’ USUAL 5’ MIN VARIES CL PROPOSED IH 35 2.0% 2.5% 0-’12’ AUX/EXCL LANE PROPOSED TYPICAL SECTION FOR MAIN LANES URBAN FRONTAGE ROADS w/AUX LANES VARIES CL EXISTING IH 35 CL EXISTING IH 35 PROPOSED TYPICAL SECTION FOR MAIN LANES URBAN FRONTAGE ROADS PROPOSED TYPICAL SECTION FOR MAIN LANES URBAN FRONTAGE ROADS w/TURN LANES NB FROM STATION 1028+48 TO STATION 1034+06 FROM STATION 1105+23 TO STATION 1110+26 FROM STATION 1165+39 TO STATION 1169+84 PGL 10’ SHLDR 10’ SHLDR X-SLOPE BREAK PT 12’ LANE 12’ LANE 12’ LANE VARIES 10:1 MIN 30’ CLEAR ZONE 59’ PROPOSED WIDTH L PROPOSED NBFR 12’ LANE 12’ LANE 2% 8’ SHLDR PGL 4’ SHLDR R.O.W. C 30’ CLEAR ZONE VARIES (233’ USUAL) 30’ CLEAR ZONE 10’ VARIES 6’ MIN. 6:1 USUAL 4:1 MAX 4:1 50:1 5’ MIN CL PROPOSED IH 35 2.0% 2.5% PROPOSED TYPICAL IH 35 BRIDGE SECTIONS ALL SPANS 0-’12’ AUX/EXCL LANE FROM STATION 1034+06 TO STATION 1037+53 (US 77) FROM STATION 1110+26 TO STATION 1113+38 (ELM MOTT) FROM STATION 1169+84 TO STATION 1173+39 (HILLTOP/OLD DALLAS) FROM STATION 1270+34 TO STATION 1273+77 (ROSS) FROM STATION 1317+64 TO STATION 1321+17 (TOURS) FROM STATION 1409+54 TO STATION 1413+04 (WIGGINS) NB FROM BEGIN PROJECT TO STATION 891+70 FROM STATION 905+10 TO STATION 910+79 FROM STATION 925+49 TO STATION 943+52 FROM STATION 957+20 TO STATION 975+91 FROM STATION 999+35 TO STATION 1006+48 SB REVERSE SECTION FROM BEGIN PROJECT TO STATION 864+98 FROM STATION 896+72 TO STATION 904+25 FROM STATION 948+24 TO STATION 956+12 FROM STATION 990+69 TO STATION 998+35 NB FROM STATION 1016+90 TO STATION 1018+59 FROM STATION 1037+53 TO STATION 1047+20 FROM STATION 1059+03 TO STATION 1078+02 FROM STATION 1113+38 TO STATION 1122+72 FROM STATION 1131+37 TO STATION 1150+50 FROM STATION 1557+32 TO END PROJECT SB REVERSE SECTION FROM STATION 1016+90 TO STATION 1021+13 FROM STATION 1028+40 TO STATION 1034+06 FROM STATION 1066+88 TO STATION 1081+80 FROM STATION 1100+81 TO STATION 1110+26 FROM STATION 1131+95 TO STATION 1144+64 FROM STATION 1159+56 TO STATION 1169+84 FROM STATION 1558+60 TO END PROJECT NB FROM STATION 1018+59 TO STATION 1028+48 FROM STATION 1047+20 TO STATION 1059+03 FROM STATION 1078+02 TO STATION 1105+23 FROM STATION 1122+72 TO STATION 1131+37 FROM STATION 1150+50 TO STATION 1165+39 FROM STATION 1536+88 TO STATION 1557+32 SB REVERSE SECTION FROM STATION 1021+13 TO STATION 1028+40 FROM STATION 1042+55 TO STATION 1066+88 FROM STATION 1081+80 TO STATION 1100+81 FROM STATION 1118+50 TO STATION 1131+95 FROM STATION 1144+64 TO STATION 1159+56 FROM STATION 1541+64 TO STATION 1558+60 PROPOSED TYPICAL SECTION FOR MAIN LANES RURAL FRONTAGE ROADS w/AUX LANES NB FROM STATION 1173+39 TO STATION 1183+11 FROM STATION 1273+77 TO STATION 1286+53 FROM STATION 1321+17 TO STATION 1331+17 FROM STATION 1345+77 TO STATION 1384+15 FROM STATION 1413+04 TO STATION 1423+19 SB REVERSE SECTION FROM STATION 1261+19 TO STATION 1270+34 FROM STATION 1280+21 TO STATION 1291+53 FROM STATION 1306+73 TO STATION 1317+64 FROM STATION 1398+77 TO STATION 1409+54 PROPOSED TYPICAL SECTION FOR MAIN LANES RURAL FRONTAGE ROADS NB FROM STATION 1183+11 TO STATION 1263+85 FROM STATION 1286+53 TO STATION 1312+96 FROM STATION 1331+17 TO STATION 1345+77 FROM STATION 1384+15 TO STATION 1404+85 FROM STATION 1423+19 TO STATION 1530+84 SB REVERSE SECTION FROM STATION 1177+62 TO STATION 1261+19 FROM STATION 1291+53 TO STATION 1306+73 FROM STATION 1324+56 TO STATION 1398+77 FROM STATION 1416+67 TO STATION 1535+37 0’-12’ U-TURN LANE 0’-12’ RIGHT TURN LANE PROPOSED TYPICAL SECTION FOR MAIN LANES NB FROM STATION 1263+85 TO STATION 1270+34 FROM STATION 1312+96 TO STATION 1317+64 FROM STATION 1404+85 TO STATION 1409+84 RURAL CONCRETE FRONTAGE ROADS w/TURN LANES SB REVERSE SECTION FROM STATION 1137+39 TO STATION 1177+62 FROM STATION 1273+77 TO STATION 1280+21 FROM STATION 1321+17 TO STATION 1324+56 FROM STATION 1413+04 TO STATION 1416+67 SB REVERSE SECTION FROM STATION 1037+53 TO STATION 1042+55 FROM STATION 1113+38 TO STATION 1118+50 FROM STATION 1535+37 TO STATION 1541+64 NB FROM STATION 1530+84 TO STATION 1536+88 PROPOSED TYPICAL SECTION FOR CONCRETE FRONTAGE ROAD W/TURN LANES PROPOSED TYPICAL SECTION FOR RAMPS 12’ 12’ 12’ 46’ PGL CL PROPOSED SBFR 2’ 2’ 1’ 1’ PROPOSED TYPICAL BRIDGE SECTION FOR SBFR RAILROAD OVERPASS 11’ SHLDR 1’ 10’ SHLDR 12’ LANE 12’ LANE 12’ LANE 30’ CLEAR ZONE PGL 2.0% 2.5% 58’ EXISTING WIDTH 11’ SHLDR 1’ 10’ SHLDR 12’ LANE 12’ LANE 12’ LANE 30’ CLEAR ZONE PGL 2.0% 2.5% 58’ EXISTING WIDTH 11’ SHLDR 1’ CL CRAVEN AVE CL MEYERS LN EXIST 3-7’x3’ FL 475.78 NBFR PGL EXISTING GROUND NBFR PGL EXISTING GROUND NBFR PGL EXISTING GROUND NBFR PGL EXISTING GROUND EXIST 2-8’x3’ FL 445.53 CL PECAN AVE CL RR TRACK EXIST 3-24" RCP FL 443.81 EXIST 2-6’X3’ FL 442.46 EXIST 2-6’x3’ FL 451.53 EXIST 2-5’x3’ FL 479.61 EXIST 2-24" RCP FL 452.82 BEGIN NORTHBOUND FRONTAGE ROAD RECONSTRUCTION STA 2860+00.00 EL = 447.50 447.50 VPI = 2861+80.00 EL = 446.78 -0.40% +0.40% VPI = 2867+40.00 EL = 449.02 +0.40% -0.41% L = 500.00’ K = 617 ex = -0.51’ VPI = 2872+00.00 EL = 447.14 -0.41% +0.45% L = 200.00’ K = 233 ex = 0.22’ VPI = 2881+50.00 EL = 451.40 +0.45% -0.40% VPI = 2883+00.00 EL = 450.80 -0.40% +0.43% VPI = 2897+00.00 EL = 456.83 +0.43% -0.40% VPI = 2899+20.00 EL = 455.95 -0.40% L = 200.00’ K = 75 ex = 0.66’ VPI = 2906+00.00 EL = 471.26 L = 200.00’ K = 118 ex = -0.43’ VPI = 2927+50.00 EL = 483.08 L = 600.00’ K = 625 ex = -0.72’ VPI = 2932+00.00 EL = 481.22 +0.40% L = 200.00’ K = 247 ex = 0.20’ VPI = 2942+50.00 EL = 485.42 +0.40% L = 200.00’ K = 171 ex = -0.29’ VPI = 2947+50.00 EL = 482.14 L = 200.00’ K = 171 ex = 0.29’ VPC 2861+30.00 EL = 446.98 VPT 2862+30.00 EL = 446.98 VPC 2864+90.00 EL = 448.02 VPT 2869+90.00 EL = 448.00 VPC 2871+00.00 EL = 447.55 VPT 2873+00.00 EL = 447.59 VPT 2883+75.00 EL = 451.13 VPC 2882+25.00 EL = 451.10 VPC 2881+00.00 EL = 451.18 VPT 2882+00.00 EL = 451.20 VPC 2898+20.00 EL = 456.35 VPT 2900+20.00 EL = 458.20 VPC 2896+25.00 EL = 456.51 VPT 2897+75.00 EL = 456.53 VPT 2907+00.00 EL = 471.81 VPC 2905+00.00 EL = 469.00 VPC 2931+00.00 EL = 481.63 VPT 2933+00.00 EL = 481.62 VPC 2941+50.00 EL = 485.02 VPT 2943+50.00 EL = 484.66 +2.25% +0.55% +0.55% -0.41% VPC 2924+50.00 EL = 481.43 VPT 2930+50.00 EL = 481.84 -0.41% -0.77% VPT 2949+00.00 EL = 481.61 VPC 2947+00.00 EL = 481.97 L = 100.00’ K = 125 ex = 0.10’ L = 100.00’ K = 118 ex = -0.11’ L = 150.00’ K = 181 ex = 0.16’ ex = -0.16’ K = 181 L = 150.00’ 2860+00 2865+00 2870+00 2875+00 2880+00 2885+00 2890+00 2895+00 2900+00 2905+00 2910+00 2915+00 2920+00 2925+00 2930+00 2935+00 2940+00 2945+00 2950+00 2955+00 447.49 447.45 447.54 447.58 447.61 447.51 447.58 447.55 447.59 447.92 447.85 447.61 447.52 447.66 448.13 448.45 449.00 449.43 449.78 450.06 450.44 451.26 451.68 451.94 452.07 452.20 452.30 452.46 452.88 453.44 453.98 454.60 455.42 455.98 456.66 456.96 456.92 457.10 456.93 456.91 457.72 460.05 463.55 466.23 468.83 471.29 473.17 474.47 476.01 476.88 477.43 478.33 479.06 480.01 480.81 481.33 482.00 482.26 482.31 482.37 482.50 482.48 482.48 482.62 482.61 482.80 482.89 482.92 483.01 483.13 483.18 483.41 483.47 483.43 483.55 483.73 483.74 483.66 483.82 483.94 484.04 484.02 484.31 483.91 483.50 482.65 481.76 481.27 480.93 480.99 481.69 482.10 482.93 483.74 484.38 484.87 447.50 447.10 446.90 447.26 447.66 448.06 448.36 448.50 448.48 448.30 447.96 447.55 447.35 447.59 448.04 448.48 448.93 449.38 449.83 450.28 450.73 451.18 451.20 450.96 451.23 451.66 452.09 452.53 452.96 453.39 453.82 454.25 454.68 455.11 455.54 455.97 456.40 456.67 456.43 481.62 482.02 482.42 482.82 483.22 483.62 484.02 484.42 484.82 456.45 457.78 460.00 462.25 464.50 466.75 469.00 470.83 471.81 472.36 472.91 473.46 474.01 474.56 475.11 475.66 476.21 476.76 477.31 477.86 478.41 478.96 479.51 480.06 480.61 481.16 481.69 482.07 482.30 482.37 482.28 482.03 481.63 481.42 484.03 483.63 483.22 482.82 482.42 482.01 481.61 481.50 481.97 482.74 483.51 485.15 484.97 484.27 CL MEYERS LN CL RR TRACK CL PECAN AVE EXIST 3-7’x3’ FL 477.07 EXIST 3-3’x2’ FL 452.59 EXISTING GROUND SBFR PGL EXISTING GROUND SBFR PGL SBFR PGL EXISTING GROUND SBFR PGL EXISTING GROUND EXIST 3-30" RCP FL 443.33 EXIST 2-6’x3’ FL 451.22 EXIST 2-7’X3’ FL 444.71 EXIST 2-5’x3’ FL 480.48 BEGIN SOUTHBOUND FRONTAGE ROAD RECONSTRUCTION STA 4860+00.00 EL = 447.15 VPI = 4892+20.00 EL = 456.94 +0.67% -0.41% L = 300.00’ K = 278 ex = -0.41’ VPI = 4898+30.00 EL = 454.47 -0.41% +2.13% VPC 4890+70.00 EL = 455.93 VPT 4893+70.00 EL = 456.33 L = 280.00’ K = 110 ex = 0.89’ VPT 4899+70.00 EL = 457.45 VPC 4896+90.00 EL = 455.04 446.63 VPI = 4864+00.00 EL = 448.83 +0.55% +5.00% L = 440.00’ K = 99 ex = 2.45’ VPI = 4871+30.00 EL = 485.33 +5.00% -3.31% L = 700.00’ K = 84 ex = -7.27’ VPI = 4878+00.00 EL = 463.12 -3.31% -2.19% L = 200.00’ K = 179 ex = 0.28’ VPI = 4883+50.00 EL = 451.07 -2.19% +0.67% L = 350.00’ K = 122 ex = 1.25’ VPC 4861+80.00 EL = 447.62 VPT 4866+20.00 EL = 459.83 VPC 4867+80.00 EL = 467.83 VPT 4874+80.00 EL = 473.73 VPC 4877+00.00 EL = 466.43 VPT 4879+00.00 EL = 460.93 VPC 4881+75.00 EL = 454.90 VPT 4885+25.00 EL = 452.25 VPI = 4908+20.00 EL = 475.57 +2.13% +0.35% L = 400.00’ K = 225 ex = -0.89’ VPI = 4941+80.00 EL = 487.33 +0.35% -0.85% L = 400.00’ K = 333 ex = -0.60’ VPI = 4949+50.00 EL = 480.75 -0.85% +0.47% L = 200.00’ K = 152 ex = 0.33’ VPC 4906+20.00 EL = 471.31 VPT 4910+20.00 EL = 476.27 VPC 4939+80.00 EL = 486.63 VPT 4943+80.00 EL = 485.62 VPC 4948+50.00 EL = 481.60 VPT 4950+50.00 EL = 481.22 CL CRAVEN AVE 4860+00 4865+00 4870+00 4875+00 4880+00 4885+00 4890+00 4895+00 4900+00 4905+00 4910+00 4915+00 4920+00 4925+00 4930+00 4935+00 4940+00 4945+00 4950+00 4955+00 447.15 447.36 447.56 447.58 447.42 446.57 445.77 445.52 445.31 445.57 444.91 448.17 446.09 448.12 447.97 447.34 449.27 449.87 450.14 450.35 450.56 450.87 450.94 451.10 451.21 451.49 451.90 452.49 453.23 454.02 454.61 454.73 454.81 454.78 454.73 454.63 454.64 454.67 455.10 456.51 458.60 460.67 462.79 465.14 467.53 469.51 471.44 473.56 475.30 476.52 477.45 478.00 478.59 479.24 479.60 480.06 480.33 480.69 481.24 481.58 481.87 482.20 482.45 482.78 482.95 483.23 483.63 483.74 483.79 484.21 484.59 484.82 485.08 485.31 485.41 485.50 485.61 485.96 485.99 486.33 486.34 486.59 486.52 486.57 485.68 484.96 484.24 482.73 482.13 481.95 481.60 481.65 481.84 482.00 482.09 482.56 456.12 456.50 456.53 456.21 455.81 455.40 455.00 456.18 458.09 460.22 462.35 464.49 466.62 482.40 482.87 483.34 455.14 446.63 447.18 447.75 449.00 451.27 454.55 458.85 463.83 468.80 472.97 475.95 477.74 478.35 477.77 476.00 473.06 469.75 466.43 463.40 460.93 458.74 456.55 454.38 452.81 452.05 452.11 452.76 453.43 454.11 454.78 455.46 468.75 470.88 472.87 474.42 475.53 476.19 476.55 476.90 477.25 477.60 477.95 478.30 478.65 479.00 479.35 479.70 480.05 480.40 480.75 481.10 481.45 481.80 482.15 482.50 482.85 483.20 483.55 483.90 484.25 484.60 484.95 485.30 485.65 486.00 486.35 486.69 486.83 486.67 486.21 485.45 484.60 483.74 482.89 482.03 481.26 481.07 481.46 481.93 10+00 15+00 20+00 500 520 IH 35 GORE NBFR GORE 520 500 505.91 515.14 515.06 514.44 512.82 510.64 508.82 508.48 509.74 511.13 511.68 512.23 512.13 510.94 STA 16+41 EL = 510.68 STA 21+95 EL = 511.88 VPI = 18+00.00 EL = 511.60 -0.92% +1.10% L = 200.00’ K = 99 ex = 0.50’ VPI = 20+40.00 EL = 514.23 +1.10% -1.53% L = 220.00’ K = 84 ex = -0.72’ 516.67 516.68 516.15 515.36 514.41 513.46 512.52 512.10 512.69 513.49 513.16 511.78 509.97 VPC 19+30.00 EL = 513.02 VPT 21+50.00 EL = 512.54 VPT 19+00.00 EL = 512.69 VPC 17+00.00 EL = 512.52 540 540 10+00 15+00 20+00 25+00 480 500 520 516.39 516.37 516.15 515.38 514.32 512.97 511.38 509.64 508.48 507.19 505.89 505.35 505.30 504.79 504.41 504.31 504.88 SBFR GORE IH 35 GORE 480 500 520 STA 21+62 EL = 507.33 STA 24+40 EL = 508.76 VPI = 22+00.00 EL = 506.72 -1.57% +1.29% L = 240.00’ K = 84 ex = 0.86’ VPI = 24+00.00 EL = 509.30 +1.29% -1.08% 509.87 508.32 507.58 508.03 508.86 508.22 507.14 VPC 20+80.00 EL = 508.61 VPT 23+20.00 EL = 508.27 VPC 23+25.00 EL = 508.33 VPT 24+75.00 EL = 508.49 K = 63 L = 150.00’ ex = -0.44’ 10+00 15+00 20+00 25+00 460 480 500 492.73 490.22 488.26 487.47 487.02 487.07 487.38 487.74 487.82 487.84 487.59 487.15 487.40 488.83 490.53 492.19 493.02 493.82 494.15 SBFR GORE IH 35 GORE 500 460 480 STA 23+44 EL = 490.77 VPI = 22+00.00 EL = 490.02 +0.18% VPI = 23+00.00 EL = 490.68 +0.66% +0.19% 491.07 489.40 489.65 489.84 490.07 490.63 490.88 491.07 VPC 21+55.00 EL = 489.94 VPT 22+45.00 EL = 490.32 VPT 23+40.00 EL = 490.76 VPC 22+60.00 EL = 490.42 STA 21+51 EL = 489.93 ex = 0.06’ ex = 0.05’ L = 90.00’ L = 80.00’ K = 184 K = 170 10+00 15+00 20+00 480 500 488.56 488.32 488.63 488.76 488.93 489.09 489.11 488.97 489.28 489.96 490.75 492.02 492.87 IH 35 GORE NBFR GORE 500 480 STA 20+50 EL = 492.56 STA 20+16 EL = 492.13 VPI = 20+50.00 EL = 492.56 +0.46% +0.25% 491.87 492.33 492.69 492.94 520 520 (NO VC) 10+00 15+00 20+00 460 480 500 485.15 485.16 484.40 483.15 481.91 483.49 486.08 485.84 489.06 492.57 495.00 496.89 SBFR GORE IH 35 GORE 500 460 480 501.74 STA 12+14 EL = 485.75 VPI = 12+40.00 EL = 485.99 +0.46% -1.58% VPI = 14+60.00 EL = 482.52 -1.58% +1.59% L = 260.00’ K = 82 ex = 1.03’ 484.88 485.34 485.76 485.04 483.76 483.65 484.74 487.25 489.90 VPC 13+30.00 EL = 484.57 VPT 15+90.00 EL = 484.58 VPT 13+05.00 EL = 484.97 VPC 11+75.00 EL = 485.69 ex = 0.33’ K = 64 L = 130.00’ STA 15+34 EL = 483.88 10+00 15+00 20+00 25+00 30+00 SBFR GORE IH 35 GORE 460 480 500 500 480 460 475.99 475.83 475.39 474.65 473.65 473.35 473.33 473.48 473.63 473.88 474.08 473.72 473.39 472.87 474.22 475.47 477.06 478.95 480.32 481.09 481.68 VPI = 24+50.00 EL = 474.92 +0.16% +2.19% L = 200.00’ K = 99 ex = 0.51’ VPI = 26+50.00 EL = 479.30 +2.19% +0.37% L = 160.00’ K = 88 ex = -0.36’ 474.35 474.51 474.67 474.96 476.14 478.15 479.43 479.85 480.08 VPC 23+50.00 EL = 474.76 VPT 25+50.00 EL = 477.11 VPC 25+70.00 EL = 477.55 VPT 27+30.00 EL = 479.59 STA 24+03 EL = 474.99 STA 27+08 EL = 479.48 10+00 15+00 440 460 460 440 IH 35 GORE SBFR GORE STA 12+02 EL = 461.39 448.85 448.95 448.97 449.06 449.71 450.36 451.01 451.66 452.30 452.95 453.60 VPI = 12+50.00 EL = 460.26 -2.36% -3.45% VPI = 15+30.00 EL = 450.59 -3.45% +0.54% L = 320.00’ K = 80 ex = 1.60’ 466.74 463.80 461.44 458.53 455.13 452.68 451.47 451.51 452.05 VPC 13+70.00 EL = 456.11 VPT 16+90.00 EL = 451.45 STA 16+91 EL = 451.46 VPC 12+00.00 EL = 461.44 VPT 13+00.00 EL = 458.53 K = 92 L = 100.00’ 480 480 ex = -0.14’ 10+00 15+00 20+00 480 500 482.46 482.01 480.52 479.49 477.59 477.54 478.36 479.43 480.83 481.33 481.99 482.39 483.13 484.59 486.03 IH 35 GORE NBFR GORE STA 13+35 EL = 483.12 STA 17+07 EL = 480.80 -0.40% VPI = 14+00.00 EL = 482.86 -1.20% VPI = 16+00.00 EL = 480.45 -1.20% +0.41% L = 160.00’ K = 99 ex = 0.32’ 483.22 482.76 481.65 480.77 480.86 481.27 481.45 481.72 VPC 15+20.00 EL = 481.41 VPT 16+80.00 EL = 480.78 VPT 14+50.00 EL = 482.25 VPC 13+50.00 EL = 483.06 L = 100.00’ K = 125 ex = -0.10’ 483.49 483.22 520 520 500 480 10+00 15+00 20+00 460 480 IH 35 GORE NBFR GORE 480 460 475.53 475.80 475.69 474.70 472.99 471.38 470.57 472.38 474.33 476.32 477.73 STA 16+63 EL = 472.74 STA 18+06 EL = 474.40 VPI = 16+80.00 EL = 472.49 -0.41% VPI = 18+00.00 EL = 473.16 +0.56% +0.45% 475.60 474.97 474.35 473.23 472.82 472.65 473.15 473.62 474.07 VPC 16+30.00 EL = 472.70 VPT 17+30.00 EL = 472.77 L = 100.00’ K = 103 ex = 0.12’ 500 500 (NO VC) M e y e r s L n C r a v e n A v e L a k e S h o r e D r L a k e W a c o F . M . 3 0 5 1 L O O P 3 4 0 T e x a s S t a t e T e c h n i c a l C o l l e g e E X I T 3 4 2 A 7 7 C r a v e n A v e C r e s t D r F . M . 2 4 1 7 2 1 ‰ … … F . M . 2 4 1 7 C r e s t D r ‰ M I L E B e h r e n s C r EXIST TO REMAIN NB STA 809+91 NB STA 825+70 B e h r e n s C i r c l e M I L E ‰ T E X A S 6 Martin & Bryan College Station 339 E X I T TO SOUTH L a k e S h o r e D r L a k e W a c o F . M . 3 0 5 1 L O O P 3 4 0 M I L E 1 EXIST TO REMAIN LOGO SIGN LOGO SIGN EXIST TO REMAIN X X X E X I T X X X E X I T X X X E X I T X X X E X I T X X X E X I T X X X E X I T X X X E X I T L a k e S h o r e D r L a k e W a c o F . M . 3 0 5 1 L O O P 3 4 0 X X X E X I T … M I L E XXX E XI T L a k e S h o r e D r F . M . 3 0 5 1 L O O P 3 4 0 M e y e r s L n M I L E ‰ L a k e S h o r e D r F . M . 3 0 5 1 L O O P 3 4 0 M e y e r s L n C r a v e n A v e C r e s t D r F . M . 2 4 1 7 2 1 ‰ X X X E X I T E X I T X X X BUSINESS SOUTH XXX E XI T … Me y e r s Ln MI LE IH 35 MEYERS LANE 1 1 1 1 2 2 2 2 3 3 3 3 400 300 500 400 600 500 700 800 10600 900 1200 5100 14500 1000 1300 6900 16100 7700 31800 37300 45500 30500 53100 36200 48500 41700 56900 49500 46300 54900 10600 4900 14500 1400 1800 6700 16100 1800 2500 7500 1900 2700 1400 600 1900 1400 2100 1500 1900 2800 3100 2300 3000 3300 1400 2200 2400 1800 2400 2600 1100 1500 1650 1000 1600 1650 1200 1900 2050 900 1200 1250 200 300 350 100 200 250 700 750 1000 700 800 850 100 200 250 100 200 250 300 400 450 300 400 450 PECAN STREET IH 35 CRAVEN AVENUE 1 1 2 2 3 3 1 1 2 2 3 3 2300 600 3200 800 3600 900 1000 2800 400 1400 3900 500 1500 4300 600 37300 53100 36200 56900 49500 54900 500 700 1000 2900 800 1400 3900 1500 4300 600 3300 800 3600 900 2700 2600 1800 2700 2600 1800 400 500 550 400 500 550 6100 8600 9500 2000 2800 3200 200 300 350 800 900 1100 700 900 1100 200 300 350 2400 2000 2500 3000 6200 8400 9300 1500 1900 2250 1400 2200 2450 2400 3500 3900 4900 6400 7000 4900 6400 7000 2500 3200 3700 32800 47200 50500 48700 43800 31800

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Page 1: CRAVEN AVE LOOP 340 MEYERS LN - ftp.dot.state.tx.usftp.dot.state.tx.us/pub/txdot-info/my35/schematics/5a-340-craven.pdf · 2311 2311 2311 3051 84 35 84 2491 1858 933 933 3149 31 1637

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SWANSON REALTY LTD.

TEM-KIL CO., INC.

CBOCS TEXAS LIMITED PARTNERSHIP

DOWNSTREAM PARTNERS L.P.

BELLMEAD STATE BANK

STREET DEDICATION

TRI-CITIES ADDITION

TO THE CITY OF BELLMEAD

LUBY’S RESTAURANTS LIMITED PARNERSHIP

TRI-CITIES ADDITION SUBDIVISION

TRI-CITIES ADDITION, VOL. 1868, PG. 51,

CAMPBELL GIRLS PARTNERSHIP NO. 2, LTD.

DIAMOND SHAMROCK

STATIONS, INC.

PALUXY ROAD HEALTH

CARE, INC. &

HEALTH FACILITIES

CREDIT CORPORATION

SAFEWAY STORES 83, INC.

WAL-MART ADDITION

TO THE CITY OF BELLMEAD

POPEYE’S OF LAREDO

WAL-MART

ADDITION

TO THE CITY

OF BELLMEAD

HOME DEPOT U.S.A., INC.

A. LEON THOMPSON, JR., TRUSTEE

HUMBLE OIL & REFINING COMPANY

TYLER W. PAYTON, JR.

AND WILLIAM BERTRAND PAYTON

PATRICK J. WILLIAMS JR.

FRED A WILLIAMS

THE CITY OF

BELLMEAD, TEXAS

MR W FIREWORKS

INCORPORATED

ELIZA BRINKLEY

CATALICIO PEREZ

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JOSE C. TAPIA AND JOSEPHINE TAPIA,

TRUSTEES

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SYLVIA BARRETT &

SAMMIE PETTERSON

EVO D. MARINI

NEWTON HARRIS ADDITION

NEWTON HARRIS PAUL A. JOHNSON

& SHIRLEY D. JOHNSONROBERT OWEN

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ROBERT E.

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HILLCREST INDUSTRIES, L.C.

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PC

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2885+00

PT

2885+

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9

2890+00

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N0^26’12.71"E

N9^18’42.35"E

N2^37’44.47"W

N5^51’5

4.96"W

N20^38’45.46"E

N22^08’11.37"E

N15^13’15.64"E

N20^50’31.70"EN24^59’11.21"E N15^42’15.18"E

N20^37’59.88"E

N22^05’01.49"E

N20^37’59.88"EN15^55’20.88"E

N24^17’34.67"E

N21^05’29.15"E

10+00

15+00

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FT (HORIZONTAL)

Texas Department of Transportation

VICINITY MAPNO SCALE

PREPARED UNDER THE SUPERVISION OF

CONCURRENCE

DISTRICT ENGINEER DATE

DIRECTOR OF TRANSPORTATION

PLANNING & DEVELOPMENT

DATE

AREA ENGINEER DATE

MILTON W. RICHTER, P.E. 37672 10/17/08

PROJECT MANAGER PE# DATE

ROLL OF 3

100

PR

OF

ES

SIONAL ENG

I

NE

ER

REGISTERED

S

TA

TE OF TEX

A

S

37672

MILTON W. RICHTER

FUNCTIONAL CLASS: RURAL FREEWAY

DESIGN SPEED: 70 MPH MAIN LANES

40 MPH URBAN FRONTAGE ROADS

50 MPH RURAL FRONTAGE ROADS

45 MPH URBAN RAMPS

50 MPH RURAL RAMPS

NB AND SB IH 35

NB AND SB URBAN FRONTAGE

NB AND SB RURAL FRONTAGE

MEYERS LANE

CRAVEN AVE

FM 2417 (CREST DR)

BUSINESS 77

FM 308 (ELM MOTT LN)

HILLTOP / OLD DALLAS RD

ROSS ROAD

FM 3149 (TOURS ROAD)

WIGGINS ROAD

FM 1858 (TOKIO RD)

51300

17500

17500

2500

3900

9000

5500

2600

400

500

700

400

1300

70 MPH

40 MPH

50 MPH

40 MPH

40 MPH

40 MPH

45 MPH

30 MPH

30 MPH

40 MPH

50 MPH

40 MPH

50 MPH

IH 35 CL STA 860+00

BEGIN PROJECT

BEGIN CSJ: 0015-01-180

IH 35 CL STA 1038+00

END CSJ: 0015-01-180

BEGIN CSJ: 0014-09-080

IH 35 CL STA 1171+00

END CSJ: 0014-09-080

BEGIN CSJ: 0014-08-075

IH 35 CL STA 1563+45

END PROJECT

END CSJ: 0014-08-075

WACO DISTRICT

IH 35 CORRIDOR

McLENNAN COUNTY

SECTION 5 - SCHEMATIC, PART A

OCTOBER 17, 2008

FROM: LOOP 340 TO: FM 1858

PROJECT LENGTH: 13.5 MILES

CSJ: 0015-01-180, 0014-09-080, 0014-08-075

SCALE = 1:100 (HORIZONTAL)

SCALE = 1:20 (VERTICAL)

CL

MEYERS LN

CL

CRAVEN AVE

CL

RR TRACK

EXISTING SBML

EXISTING NBML

EXIST 3-7’x3’

FL 476.41

15

.5’

MIN

.

CL

EA

RA

NC

E

EXIST 2-6’x3’

FL 451.37

EXIST 2-5’x3’

FL 480.08

EXIST 2-6’X3’

FL 442.60EXIST 2-7’X3’

FL 445.02

EXISTING MAINLANE

EXISTING MAINLANE

BEGIN EXISTINGSPLIT PROFILEEXISTING MAINLANE

EXISTING SBML

EXISTING NBML

860+00 865+00 870+00 875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00 920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00

47

9.3

7

47

9.6

2

47

9.9

2

48

0.2

7

48

0.6

3

480.9

9

48

1.2

7

48

1.4

7

48

1.6

7

48

1.8

8

48

2.2

4

48

2.8

3

48

3.6

5

484.7

0

48

6.2

3

48

8.3

7

490.7

6

49

3.1

4

49

5.5

3

49

7.7

4

49

9.5

3

500.9

0

501.8

6

502.4

0

50

2.5

2

50

2.2

3

50

1.5

2

500.4

0

49

8.8

5

47

9.4

7

47

9.7

8

480.0

9

480.3

9

480.7

0

481.0

9

481.6

1

482.1

0

48

2.3

4

48

2.4

4

48

2.8

5

48

3.6

3

48

4.7

8

48

6.2

8

48

8.1

5

490.3

9

49

2.8

8

49

5.3

7

497.8

1

499.9

1

50

1.6

2

50

2.9

3

503.8

6

504.3

9

50

4.5

3

504.2

9

50

3.6

5

50

2.6

2

501.2

0

49

9.3

8

47

6.9

3

465.8

9

46

8.4

7

47

0.3

8

471.2

6

47

1.4

7

471.6

6

47

1.8

5

47

2.0

4

47

2.2

3

47

2.4

2

472.6

1

472.8

0

47

3.0

3

47

3.4

2

47

3.7

8

473.4

0

472.2

9

47

1.1

2

469.9

1

46

8.2

7

46

6.0

5

463.5

9

46

1.1

4

458.6

6

45

6.3

3

454.6

1

45

3.5

4

453.1

1

453.2

9

45

3.6

2

45

3.9

4

45

4.2

7

454.6

0

45

5.2

4

456.5

9

45

8.6

3

46

1.2

3

46

3.8

8

46

6.5

2

469.1

6

47

1.7

2

47

3.7

5

47

5.1

8

47

6.0

2

476.2

6

47

5.9

7

475.6

0

47

5.2

2

47

4.8

5

47

4.4

8

47

4.1

2

47

3.9

2

47

3.9

3

47

4.1

4

47

4.4

5

474.7

6

47

5.0

7

47

5.3

8

475.6

9

476.0

0

476.3

1

47

6.6

2

47

7.2

4

47

7.5

5

477.8

6

47

8.1

7

47

8.4

8

478.7

9

479.1

0

MA

TC

H L

INE

ST

A 9

55+

00

MA

TC

H L

INE

ST

A 9

55+

00

MA

TC

H L

INE

ST

A 9

55

+0

0

MA

TC

H L

INE

ST

A 9

55

+0

0

420

440

460

N

1000 200 300

GRAPHIC SCALE

(IN FEET)

N

1000 200 300

GRAPHIC SCALE

(IN FEET)

PROP CL IH 35

PROP CL IH 35

SOUTHBOUND FRONTAGE ROAD HORIZONTAL CURVE DATA TABLE

NORTHBOUND FRONTAGE ROAD HORIZONTAL CURVE DATA TABLE355ACL-1 949+06.99

CURVE NAME PI STA

1

MA

TC

H L

INE

ST

A 4

955+

00

MA

TC

H L

INE

ST

A 4

955+

00

MA

TC

H L

INE

ST

A 2

955+

00

MA

TC

H L

INE

ST

A 2

955+

00

SB ENTRANCE RAMP FROM US 77 NB EXIT RAMP TO US 77

SB ENTRANCE RAMP FROM CREST NB EXIT RAMP TO CREST

SB ENTRANCE RAMP FROM CRAVEN NB EXIT RAMP TO CRAVEN

NB ENTRANCE RAMP FROM MEYERSSB EXIT RAMP TO MEYERS

SB EXIT RAMP TO LOOP 340

480

500

420

440

460

480

500

420

440

460

480

500

420

440

460

480

500

420

440

460

480

500

420

440

460

480

500

460

480

500

440

460

480

500

440

460

480

500

520

520

520

540

1

CURVE NAME

CURVE NAME PI STA

CURVE NAME PI STA DELTA DEGREE TANGENT LENGTH RADIUS PC STA PT STA

CURVE NAME PI STA DELTA DEGREE TANGENT LENGTH RADIUS PC STA PT STA SBFR5A-7

SBFR5A-8

SBFR5A-9

SBFR5A-10

NBFR5A-6 2944+99.46

NBFR5A-7 2951+54.11

NBFR5A-8 2955+45.76

NBFR5A-9 2964+88.55

CURVE NAME PI STA DELTA DEGREE TANGENT LENGTH RADIUS PC STA PT STA

NB EXIT RAMP TO CRAVEN AVE HORIZONTAL CURVE DATA TABLECURVE NAME PI STA DELTA DEGREE TANGENT LENGTH RADIUS PC STA PT STA

NB ENTRANCE RAMP FROM MEYERS LN HORIZONTAL CURVE DATA TABLE

CURVE NAME PI STA DELTA DEGREE TANGENT LENGTH RADIUS PC STA PT STA

MEYERS LN ENTRANCE RAMP

NBENMYR-1 10+53.25 1%%d 31’ 11.88" (LT) 1%%d 25’ 38.63" 53.25 106.49 4,014.00 10+00.00 11+06.49

NBENMYR-2 19+75.01 3%%d 04’ 12.70" (RT) 1%%d 25’ 56.62" 107.20 214.34 4,000.00 18+67.81 20+82.15

NBENMYR-3 27+25.73 7%%d 13’ 45.34" (LT) 1%%d 12’ 12.20" 300.77 600.74 4,761.20 24+24.96 30+25.70

CURVE NAME PI STA DELTA DEGREE TANGENT LENGTH RADIUS PC STA PT STA

SB EXIT RAMP TO LOOP 340 HORIZONTAL CURVE DATA TABLE

CURVE NAME PI STA DELTA DEGREE TANGENT LENGTH RADIUS PC STA PT STA

SB EXIT RAMP TO MEYERS LN HORIZONTAL CURVE DATA TABLE

SBFR5A-1 4861+74.64 3%%d 20’ 04.17" (RT) 0%%d 57’ 17.75" 174.64 349.19 6,000.00 4860+00.00 4863+49.19

SBFR5A-2 4876+81.93 5%%d 01’ 21.04" (RT) 0%%d 57’ 17.75" 263.15 525.96 6,000.00 4874+18.78 4879+44.74

SBFR5A-3 4881+70.93 6%%d 28’ 22.65" (LT) 1%%d 25’ 56.62" 226.19 451.90 4,000.00 4879+44.74 4883+96.64

SBFR5A-4 4891+20.49 4%%d 42’ 39.00" (LT) 1%%d 23’ 50.85" 168.65 337.10 4,100.00 4889+51.84 4892+88.94

SBFR5A-5 4896+85.10 8%%d 22’ 13.78" (RT) 1%%d 25’ 56.62" 292.71 584.37 4,000.00 4893+92.40 4899+76.77

SBFR5A-6 4907+09.96 3%%d 41’ 00.27" (LT) 1%%d 07’ 24.41" 163.99 327.87 5,100.00 4905+45.97 4908+73.84

NBFR5A-1 2871+51.40 6%%d 54’ 55.73" (LT) 1%%d 25’ 56.62" 241.69 482.79 4,000.00 2869+09.71 2873+92.51

NBFR5A-2 2883+67.02 5%%d 37’ 16.06" (RT) 1%%d 14’ 44.02" 225.83 451.29 4,600.00 2881+41.19 2885+92.49

NBFR5A-3 2894+15.57 4%%d 08’ 39.51" (RT) 1%%d 25’ 56.62" 144.73 289.33 4,000.00 2892+70.85 2895+60.18

NBFR5A-4 2899+22.61 9%%d 16’ 56.02" (LT) 1%%d 25’ 56.62" 324.72 648.02 4,000.00 2895+97.88 2902+45.91

NBFR5A-5 2906+29.72 4%%d 55’ 44.70" (RT) 1%%d 18’ 07.84" 189.38 378.53 4,400.00 2904+40.34 2908+18.87

NBENMYR-1 10+53.25 1%%d 31’ 11.88" (LT) 1%%d 25’ 38.63" 53.25 106.49 4,014.00 10+00.00 11+06.49

NBENMYR-2 17+91.09 2%%d 10’ 24.30" (RT) 2%%d 51’ 53.24" 37.94 75.87 2,000.00 17+53.15 18+29.02

NBENMYR-3 26+80.14 8%%d 43’ 20.35" (LT) 1%%d 13’ 51.16" 355.00 708.63 4,654.88 23+25.15 30+33.77

SBEXMYR-1 10+76.79 2%%d 11’ 31.38" (RT) 1%%d 25’ 38.63" 76.79 153.57 4,014.00 10+00.00 11+53.57

SBEXMYR-2 19+88.39 11%%d 47’ 07.47" (LT) 2%%d 51’ 53.24" 206.42 411.39 2,000.00 17+81.97 21+93.36

CL STA 870+04.67

UNION PACIFIC

RAILROAD SPUR

RETAINING WALL

RETAINING WALL

RETAINING WALL

RETAINING WALL

RETAINING WALL

RETAINING WALL

NBEXCRV-2 19+43.49 2%%d 11’ 28.45" (LT) 2%%d 50’ 41.55" 38.52 77.02 2,014.00 19+04.97

NBEXCRV-1 11+42.38 4%%d 04’ 37.38" (RT) 1%%d 25’ 56.62" 142.38 284.63 4,000.00 10+00.00 12+84.63

19+81.99

CL NBFR

CL NBFR

CL SBFR

CL SBFR

CL STA 2869+53.16

EXIST 3-24" RCP

TO REMAIN

CL STA 875+40.60

EXIST 2-7’x3’ MBC

TO REMAIN

CL STA 894+39.60

EXIST 2-6’x3’ MBC

TO REMAIN

CL STA 4892+20.63

EXIST 2-6’x3’ MBC

TO REMAIN

CL STA 2896+83.16

EXIST 2-6’x3’ MBC

TO REMAIN

CL STA 4942+34.95

EXIST 2-5’x3’ MBC

TO REMAIN

CL STA 942+40.40

EXIST 2-5’x3’ MBC

TO REMAIN

CL STA 2942+59.63

EXIST 2-6’x3’ MBC

TO REMAIN

CL STA 947+35.77

EXIST 3-7’x3’ MBC

TO REMAIN

CL STA 2947+76.84

EXIST 3-7’x3’ MBC

TO REMAIN

CL STA 4947+75.96

EXIST 3-3’x2’ MBC

TO REMAIN

SB

FR

PG

LN

BF

R P

GL

SB

FR

PG

L

SB

FR

PG

L

NB

FR

PG

L

NB

FR

PG

L

4955+00 4955+00

955+00 955+00

2955+00 2955+00

SBEX340-1 10+59.33 3%%d 22’ 29.72" (RT) 2%%d 50’ 41.55" 59.33 118.63 2,014.00 10+00.00 11+18.63

SBEX340-2 17+88.95 9%%d 34’ 45.13" (LT) 0%%d 42’ 58.31" 670.32 1,337.51 8,000.00 11+18.63 24+56.14

CURVE NAME PI STA DELTA DEGREE TANGENT LENGTH RADIUS PC STA PT STA

10+41.72 0%%d 35’ 51.07" (LT) 0%%d 42’ 58.31" 41.72 83.43 8,000.00 10+00.00 10+83.43

19+95.82 2%%d 09’ 12.35" (LT) 1%%d 25’ 56.62" 75.18 150.34 4,000.00 19+20.64 20+70.98

30+27.70 3%%d 10’ 46.24" (RT) 2%%d 50’ 41.55" 55.90 111.76 2,014.00 29+71.81 30+83.57

SBENCRV-1

SBENCRV-2

SBENCRV-3

SB ENTRANCE RAMP FROM CRAVEN AVE CURVE DATA TABLE

RETAINING WALL

CL STA 2880+56.37

EXIST 2-8’x3’ MBC

TO REMAIN

CL STA 4899+40.46

1-5’x3’ SBC

EXIST CL IH 35

EXIST CL IH 35

EXIST CL IH 35

EX

IST

NB

ML

EX

IST

SB

ML

EX

IST

NB

ML

EX

IST

SB

ML

EX

IST

NB

ML

EX

IST

SB

ML

EX

IST

ML

EX

IST

ML

EX

IST

GR

OU

ND

EX

IST

GR

OU

ND

EX

IST

GR

OU

ND

EX

IST

GR

OU

ND

EX

IST

GR

OU

ND

EX

IST

GR

OU

ND

CL STA 10+11.06

PROP 1-5’x3’ SBC

CL STA 10+68.58

PROP 2-10’x3’ MBC

IH 35 CL STA 860+00BEGIN PROJECTBEGIN CSJ: 0015-01-180

CL STA 4873+25.39

EXIST 2-7’x3’ MBC

TO REMAIN

LEGEND

PROPOSED RAMPS

PROPOSED CROSS STREETS

PROPOSED BRIDGES

EXISTING R.O.W.

EXISTING PROPERTY LINES

EXISTING DRAINAGE EASEMENTS

PROPOSED R.O.W.

DENIAL OF ACCESS LINE

PROPOSED DRAINAGE EASEMENTS

PROPOSED FRONTAGE ROAD

PROPOSED MAINLANE

PROPOSED DRIVEWAYS

EXISTING ROADWAY/DRIVEWAY

TO BE REMOVED/IMPACTED

PROPOSED RETAINING WALL

LEGEND

PROPOSED RAMPS

PROPOSED CROSS STREETS

PROPOSED BRIDGES

EXISTING R.O.W.

EXISTING PROPERTY LINES

EXISTING DRAINAGE EASEMENTS

PROPOSED R.O.W.

DENIAL OF ACCESS LINE

PROPOSED DRAINAGE EASEMENTS

PROPOSED FRONTAGE ROAD

PROPOSED MAINLANE

PROPOSED DRIVEWAYS

EXISTING ROADWAY/DRIVEWAY

TO BE REMOVED/IMPACTED

PROPOSED RETAINING WALL

10’

SHLDR

10’

SHLDR

3’ 12’

LANE

12’

LANE

12’

LANE

30’ CLEAR

ZONE

59’ PROPOSED WIDTH

PGL

10’

SHLDR

10’

SHLDR

X-SLOPE

BREAK PT

12’

LANE

12’

LANE

12’

LANE

VARIES10:1 MIN

30’ CLEAR

ZONE

59’ PROPOSED WIDTHL

PROPOSED

NBFR

12’

LANE

12’

LANE

2%

8’

SHLDR

PGL

4’

SHLDR

R.O

.W.

C

30’ CLEAR

ZONE

VARIES (233’ USUAL)

30’ CLEAR

ZONE

10’

2%

12’

LANE

12’

LANE

PGL

L

PROPOSED

NBFR

C R.O

.W.

2’2’

VARIES

6’ MIN.

6:1 USUAL

4:1 MAX4:1

50:150:1

4:1

PGL X-SLOPE

BREAK PT

6:1 USUAL

4:1 MAX

5’

MIN

VARIES (233’ USUAL)

10:1

3’

MIN

VARIES

6’ MIN

30’ CLEAR

ZONE

30’ CLEAR

ZONE

10’ USUAL

5’ MIN

10’

SHLDR

10’

SHLDR

3’ 12’

LANE

12’

LANE

12’

LANE

30’ CLEAR

ZONE

59’ PROPOSED WIDTH

2%

12’

LANE

12’

LANE

PGL

L

PROPOSED

NBFR

C R.O

.W.

2’2’

50:1

4:1

PGL X-SLOPE

BREAK PT

6:1 USUAL

4:1 MAX10:1

3’

MIN

VARIES

6’ MIN

30’ CLEAR

ZONE

30’ CLEAR

ZONE

10’ USUAL

5’ MIN

VARIES

CL

PROPOSED

IH 35

2.5%2%

X-SLOPE

BREAK PT

SSTB

10’

SHLDR

12’

LANE

12’

LANE12’

LANE

10’

SHLDR

1’

X-SLOPE

BREAK PT

PGL

SSTB

SSTB

10’

SHLDR

12’

LANE

12’

LANE

CL

PROPOSED

NBFR

12’

LANE

12’

LANE

2%

CL

PROPOSED

IH 35

NOMINAL FACE

OF RAIL

PR

OP

. R

.O.W

.

2%

12’

LANE

6:1 TYP3:1 MAX

4:1 TYP

3:1 MAX

VARIES VARIES

10’ MIN

6:1 TYP4:1 MAX

6:1 TYP

4:1 MAX

DITCH WIDTH

VARIES

6’ USUAL1’1’

DITCH WIDTH

VARIES

6’ USUAL

2’ CURB

& GUTTER

8’

SHLDR

PGL

10’

SHLDR

1’

BL

PROPOSED

RAMP

14’

RAMP

6:1 TYP

4:1 MAX

NORTHBOUND RAMP TYPICAL

SOUTHBOUND RAMP REVERSE SECTION

CL

PROPOSED

IH 35

SSTB

CL

PROPOSED

NBFR

PR

OP

. R

.O.W

.

VARIES VARIES

10’ MIN

8:1 TYP

6:1 MAX

6:1 TYP

4:1 MAX

VARIES VARIES

6:1 TYP

4:1 MAX

DITCH WIDTH

VARIESDITCH WIDTH

VARIES

PGL

VARIES 2%

PGL

2.5%2%

X-SLOPE

BREAK PT

10’

SHLDR

12’

LANE

12’

LANE12’

LANE

10’

SHLDR

120’ OVERALL WIDTH

6’

3’

59’

2’ 6’

SHLDR

PROPOSED R.O.W.

VARIES

VARIES

PROPOSED R.O.W.

VARIES

2’ MOW STRIP

(5" CONC. RIPRAP)

SSTB

1’

SSTB

SSTB

28’

2.5%2%

X-SLOPE

BREAK PT

PGL

SSTB

10’

SHLDR

12’

LANE

12’

LANE

CL

PROPOSED

NBFR

12’

LANE

12’

LANE

2%

CL

PROPOSED

IH 35

NOMINAL FACE

OF RAIL

PR

OP

. R

.O.W

.

2%

12’

LANE

6:1 TYP3:1 MAX

4:1 TYP

3:1 MAX

VARIES VARIES

10’ MIN

6:1 TYP

4:1 MAX

DITCH WIDTH

VARIES

6’ USUAL1’

DITCH WIDTH

VARIES

6’ USUAL

8’

SHLDR

PGL10’

SHLDR1’

3’

59’

PROPOSED R.O.W.

VARIES

SSTB

2’ MOW STRIP

(5" CONC. RIPRAP)

4’

SHLDR

4:1 TYP

3:1 MAX

4:1 TYP3:1 MAX

CL

PROPOSED

IH 35

CL

PROPOSED

IH 35

CL

PROPOSED

IH 35

VARIES10:1 MIN

DITCH WIDTH

VARIES

6’ USUAL

2.0% 2.5%

2.0% 2.5%

2.0% 2.5%

2.5%2.0%

12’

LANE

12’

LANE

12’

LANE

10’

SHLDR

3’ 12’

LANE

12’

LANE

PGL 2% 2.5%

X-SLOPE

BREAK PT

4’

SHLDR

8’

SHLDR

12’

RIGHT TURN

LANE

12’

LEFT TURN

LANE

0’-12’

U-TURN

LANE

0’-12’

RIGHT TURN

LANE

10’

SHLDR

12’

LANE

12’

LANE

12’

LANE

30’ CLEAR

ZONE

2%

12’

LANE

12’

LANE

PGL

L

PROPOSED

NBFR

C R.O

.W.

2’2’

50:14:1

PGL

6:1 USUAL

4:1 MAX

3’

MIN

VARIES

6’ MIN

10’ USUAL

5’ MIN

2%

12’

LANE

12’

LANE

PGL

L

PROPOSED

NBFR

C R.O

.W.

2’2’

50:14:1

6:1 USUAL

4:1 MAX

3’

MIN

VARIES

6’ MIN

10’ USUAL

5’ MIN

VARIES

2%

12’

LANE

12’

LANE

PGL

L

PROPOSED

NBFR

C R.O

.W.

2’2’

50:1

4:16:1 USUAL

4:1 MAX

3’

MIN

VARIES

6’ MIN

10’ USUAL

5’ MIN

VARIES

CL

EXISTING

IH 35

2.0% 2.5%

0’-12’

U-TURN

LANE

0’-12’

RIGHT TURN

LANE

0-’12’

AUX/EXCL

LANE

58’ EXISTING WIDTH

PROPOSED TYPICAL SECTION

FOR URBAN FRONTAGE ROADS

PROPOSED TYPICAL SECTION

FOR URBAN FRONTAGE ROADS w/TURN LANES

SB REVERSE SECTION

FROM STATION 876+96 TO STATION 890+53

FROM STATION 904+25 TO STATION 921+42

FROM STATION 934+05 TO STATION 941+58

FROM STATION 956+12 TO STATION 984+24

FROM STATION 998+35 TO STATION 1007+04

NB

FROM STATION 891+70 TO STATION 898+94

FROM STATION 943+52 TO STATION 950+89

FROM STATION 988+87 TO STATION 992+89

NB

FROM STATION 898+94 TO STATION 905+10

FROM STATION 910+79 TO STATION 925+49

FROM STATION 950+89 TO STATION 957+20

FROM STATION 975+91 TO STATION 988+87

FROM STATION 992+89 TO STATION 999+35

FROM STATION 1006+48 TO STATION 1016+90

SB REVERSE SECTION

FROM STATION 864+98 TO STATION 876+96

FROM STATION 890+53 TO STATION 896+72

FROM STATION 921+42 TO STATION 934+05

FROM STATION 941+58 TO STATION 948+24

FROM STATION 984+24 TO STATION 990+69

FROM STATION 1007+04 TO STATION 1016+90

PROPOSED TYPICAL SECTION

FOR URBAN FRONTAGE ROADS w/AUX LANES

10’

SHLDR

10’

SHLDR

3’ 12’

LANE

12’

LANE

12’

LANE

30’ CLEAR

ZONE

59’ PROPOSED WIDTH

2%

12’

LANE

12’

LANE

PGL

L

PROPOSED

NBFR

C R.O

.W.

2’2’

50:1

4:1

PGL X-SLOPE

BREAK PT

6:1 USUAL

4:1 MAX10:1

3’

MIN

VARIES

6’ MIN

30’ CLEAR

ZONE

30’ CLEAR

ZONE

10’ USUAL

5’ MIN

VARIES

CL

PROPOSED

IH 35

2.0% 2.5%

0-’12’

AUX/EXCL

LANE

PROPOSED TYPICAL SECTION

FOR MAIN LANES

URBAN FRONTAGE ROADS w/AUX LANES

VARIES

CL

EXISTING

IH 35

CL

EXISTING

IH 35

PROPOSED TYPICAL SECTION

FOR MAIN LANES

URBAN FRONTAGE ROADS

PROPOSED TYPICAL SECTION

FOR MAIN LANES

URBAN FRONTAGE ROADS w/TURN LANES

NB

FROM STATION 1028+48 TO STATION 1034+06

FROM STATION 1105+23 TO STATION 1110+26

FROM STATION 1165+39 TO STATION 1169+84

PGL

10’

SHLDR

10’

SHLDR

X-SLOPE

BREAK PT

12’

LANE

12’

LANE

12’

LANE

VARIES10:1 MIN

30’ CLEAR

ZONE

59’ PROPOSED WIDTHL

PROPOSED

NBFR

12’

LANE

12’

LANE

2%

8’

SHLDR

PGL

4’

SHLDR

R.O

.W.

C

30’ CLEAR

ZONE

VARIES (233’ USUAL)

30’ CLEAR

ZONE

10’

VARIES

6’ MIN.

6:1 USUAL

4:1 MAX4:1

50:1

5’

MIN

CL

PROPOSED

IH 35

2.0% 2.5%

PROPOSED TYPICAL IH 35 BRIDGE SECTIONS

ALL SPANS

0-’12’

AUX/EXCL

LANE

FROM STATION 1034+06 TO STATION 1037+53 (US 77)

FROM STATION 1110+26 TO STATION 1113+38 (ELM MOTT)

FROM STATION 1169+84 TO STATION 1173+39 (HILLTOP/OLD DALLAS)

FROM STATION 1270+34 TO STATION 1273+77 (ROSS)

FROM STATION 1317+64 TO STATION 1321+17 (TOURS)

FROM STATION 1409+54 TO STATION 1413+04 (WIGGINS)

NB

FROM BEGIN PROJECT TO STATION 891+70

FROM STATION 905+10 TO STATION 910+79

FROM STATION 925+49 TO STATION 943+52

FROM STATION 957+20 TO STATION 975+91

FROM STATION 999+35 TO STATION 1006+48

SB REVERSE SECTION

FROM BEGIN PROJECT TO STATION 864+98

FROM STATION 896+72 TO STATION 904+25

FROM STATION 948+24 TO STATION 956+12

FROM STATION 990+69 TO STATION 998+35

NB

FROM STATION 1016+90 TO STATION 1018+59

FROM STATION 1037+53 TO STATION 1047+20

FROM STATION 1059+03 TO STATION 1078+02

FROM STATION 1113+38 TO STATION 1122+72

FROM STATION 1131+37 TO STATION 1150+50

FROM STATION 1557+32 TO END PROJECT

SB REVERSE SECTION

FROM STATION 1016+90 TO STATION 1021+13

FROM STATION 1028+40 TO STATION 1034+06

FROM STATION 1066+88 TO STATION 1081+80

FROM STATION 1100+81 TO STATION 1110+26

FROM STATION 1131+95 TO STATION 1144+64

FROM STATION 1159+56 TO STATION 1169+84

FROM STATION 1558+60 TO END PROJECT

NB

FROM STATION 1018+59 TO STATION 1028+48

FROM STATION 1047+20 TO STATION 1059+03

FROM STATION 1078+02 TO STATION 1105+23

FROM STATION 1122+72 TO STATION 1131+37

FROM STATION 1150+50 TO STATION 1165+39

FROM STATION 1536+88 TO STATION 1557+32

SB REVERSE SECTION

FROM STATION 1021+13 TO STATION 1028+40

FROM STATION 1042+55 TO STATION 1066+88

FROM STATION 1081+80 TO STATION 1100+81

FROM STATION 1118+50 TO STATION 1131+95

FROM STATION 1144+64 TO STATION 1159+56

FROM STATION 1541+64 TO STATION 1558+60

PROPOSED TYPICAL SECTION

FOR MAIN LANES

RURAL FRONTAGE ROADS w/AUX LANES

NB

FROM STATION 1173+39 TO STATION 1183+11

FROM STATION 1273+77 TO STATION 1286+53

FROM STATION 1321+17 TO STATION 1331+17

FROM STATION 1345+77 TO STATION 1384+15

FROM STATION 1413+04 TO STATION 1423+19

SB REVERSE SECTION

FROM STATION 1261+19 TO STATION 1270+34

FROM STATION 1280+21 TO STATION 1291+53

FROM STATION 1306+73 TO STATION 1317+64

FROM STATION 1398+77 TO STATION 1409+54

PROPOSED TYPICAL SECTION

FOR MAIN LANES

RURAL FRONTAGE ROADS

NB

FROM STATION 1183+11 TO STATION 1263+85

FROM STATION 1286+53 TO STATION 1312+96

FROM STATION 1331+17 TO STATION 1345+77

FROM STATION 1384+15 TO STATION 1404+85

FROM STATION 1423+19 TO STATION 1530+84

SB REVERSE SECTION

FROM STATION 1177+62 TO STATION 1261+19

FROM STATION 1291+53 TO STATION 1306+73

FROM STATION 1324+56 TO STATION 1398+77

FROM STATION 1416+67 TO STATION 1535+37

0’-12’

U-TURN

LANE

0’-12’

RIGHT TURN

LANE

PROPOSED TYPICAL SECTION

FOR MAIN LANES

NB

FROM STATION 1263+85 TO STATION 1270+34

FROM STATION 1312+96 TO STATION 1317+64

FROM STATION 1404+85 TO STATION 1409+84

RURAL CONCRETE FRONTAGE ROADS w/TURN LANES

SB REVERSE SECTION

FROM STATION 1137+39 TO STATION 1177+62

FROM STATION 1273+77 TO STATION 1280+21

FROM STATION 1321+17 TO STATION 1324+56

FROM STATION 1413+04 TO STATION 1416+67

SB REVERSE SECTION

FROM STATION 1037+53 TO STATION 1042+55

FROM STATION 1113+38 TO STATION 1118+50

FROM STATION 1535+37 TO STATION 1541+64

NB

FROM STATION 1530+84 TO STATION 1536+88

PROPOSED TYPICAL SECTION

FOR CONCRETE FRONTAGE ROAD W/TURN LANES

PROPOSED TYPICAL SECTION

FOR RAMPS

12’12’ 12’

46’

PGL

CL

PROPOSED

SBFR

2’2’

1’ 1’

PROPOSED TYPICAL BRIDGE SECTION

FOR SBFR RAILROAD OVERPASS

11’

SHLDR

1’

10’

SHLDR

12’

LANE

12’

LANE

12’

LANE

30’ CLEAR

ZONE

PGL

2.0% 2.5%

58’ EXISTING WIDTH

11’

SHLDR

1’

10’

SHLDR

12’

LANE

12’

LANE

12’

LANE

30’ CLEAR

ZONE

PGL

2.0% 2.5%

58’ EXISTING WIDTH

11’

SHLDR

1’

CL

CRAVEN AVE

CL

MEYERS LN

EXIST 3-7’x3’

FL 475.78

NBFR PGL

EXISTING GROUND

NBFR PGL

EXISTING GROUND

NBFR PGL

EXISTING GROUND

NBFR PGL

EXISTING GROUND

EXIST 2-8’x3’

FL 445.53

CL

PECAN

AVE

CL

RR

TRACK

EXIST 3-24" RCP

FL 443.81

EXIST 2-6’X3’

FL 442.46

EXIST 2-6’x3’

FL 451.53

EXIST 2-5’x3’

FL 479.61

EXIST 2-24" RCP

FL 452.82

BEGIN NORTHBOUND FRONTAGE

ROAD RECONSTRUCTION

STA 2860+00.00

EL = 447.50 447.5

0

VPI = 2861+80.00

EL = 446.78

-0.40% +0.40%

VPI = 2867+40.00

EL = 449.02

+0.40% -0.41%

L = 500.00’

K = 617

ex = -0.51’

VPI = 2872+00.00

EL = 447.14

-0.41% +0.45%

L = 200.00’

K = 233

ex = 0.22’

VPI = 2881+50.00

EL = 451.40

+0.45% -0.40%

VPI = 2883+00.00

EL = 450.80

-0.40% +0.43%VPI = 2897+00.00

EL = 456.83

+0.43% -0.40%

VPI = 2899+20.00

EL = 455.95

-0.40%

L = 200.00’

K = 75

ex = 0.66’

VPI = 2906+00.00

EL = 471.26

L = 200.00’

K = 118

ex = -0.43’

VPI = 2927+50.00

EL = 483.08

L = 600.00’

K = 625

ex = -0.72’

VPI = 2932+00.00

EL = 481.22

+0.40%

L = 200.00’

K = 247

ex = 0.20’

VPI = 2942+50.00

EL = 485.42

+0.40%

L = 200.00’

K = 171

ex = -0.29’

VPI = 2947+50.00

EL = 482.14

L = 200.00’

K = 171

ex = 0.29’

VP

C 2

861+

30.0

0

EL

= 4

46.9

8

VP

T 2

862+

30.0

0

EL

= 4

46.9

8

VP

C 2

864+

90.0

0

EL

= 4

48.0

2

VP

T 2

869+

90.0

0

EL

= 4

48.0

0

VP

C 2

871+

00.0

0

EL

= 4

47.5

5

VP

T 2

873+

00.0

0

EL

= 4

47.5

9

VP

T 2

883+

75.0

0

EL

= 4

51.1

3

VP

C 2

882+

25.0

0

EL

= 4

51.1

0

VP

C 2

881+

00.0

0

EL

= 4

51.1

8

VP

T 2

882+

00.0

0

EL

= 4

51.2

0

VP

C 2

898+

20.0

0

EL

= 4

56.3

5

VP

T 2

900+

20.0

0

EL

= 4

58.2

0

VP

C 2

896+

25.0

0

EL

= 4

56.5

1

VP

T 2

897+

75.0

0

EL

= 4

56.5

3

VP

T 2

907+

00.0

0

EL

= 4

71.8

1

VP

C 2

905+

00.0

0

EL

= 4

69.0

0

VP

C 2

931+

00.0

0

EL

= 4

81.6

3

VP

T 2

933+

00.0

0

EL

= 4

81.6

2

VP

C 2

941+

50.0

0

EL

= 4

85.0

2

VP

T 2

943+

50.0

0

EL

= 4

84.6

6+2.25% +0.55%

+0.55% -0.41%

VP

C 2

924+

50.0

0

EL

= 4

81.4

3

VP

T 2

930+

50.0

0

EL

= 4

81

.84

-0.41%

-0.77% VP

T 2

949+

00.0

0

EL

= 4

81.6

1

VP

C 2

947+

00.0

0

EL

= 4

81

.97

L = 100.00’

K = 125

ex = 0.10’L = 100.00’

K = 118

ex = -0.11’

L = 150.00’

K = 181

ex = 0.16’

ex = -0.16’

K = 181

L = 150.00’

2860+00 2865+00 2870+00 2875+00 2880+00 2885+00 2890+00 2895+00 2900+00 2905+00 2910+00 2915+00 2920+00 2925+00 2930+00 2935+00 2940+00 2945+00 2950+00 2955+00

447.4

9

44

7.4

5

44

7.5

4

44

7.5

8

447.6

1

447.5

1

44

7.5

8

44

7.5

5

447.5

9

44

7.9

2

44

7.8

5

447.6

1

44

7.5

2

447.6

6

44

8.1

3

44

8.4

5

449.0

0

44

9.4

3

44

9.7

8

450.0

6

45

0.4

4

451.2

6

45

1.6

8

45

1.9

4

45

2.0

7

452.2

0

452.3

0

452.4

6

45

2.8

8

45

3.4

4

45

3.9

8

454.6

0

45

5.4

2

45

5.9

8

456.6

6

456.9

6

45

6.9

2

457.1

0

45

6.9

3

456.9

1

45

7.7

2

46

0.0

5

46

3.5

5

46

6.2

3

46

8.8

3

471.2

9

47

3.1

7

47

4.4

7

476.0

1

47

6.8

8

47

7.4

3

47

8.3

3

479.0

6

480.0

1

480.8

1

48

1.3

3

482.0

0

482.2

6

482.3

1

48

2.3

7

482.5

0

48

2.4

8

48

2.4

8

48

2.6

2

482.6

1

482.8

0

482.8

9

48

2.9

2

483.0

1

48

3.1

3

48

3.1

8

483.4

1

48

3.4

7

48

3.4

3

48

3.5

5

48

3.7

3

48

3.7

4

483.6

6

48

3.8

2

48

3.9

4

48

4.0

4

48

4.0

2

484.3

1

483.9

1

483.5

0

48

2.6

5

481.7

6

48

1.2

7

48

0.9

3

480.9

9

481.6

9

482.1

0

48

2.9

3

48

3.7

4

48

4.3

8

48

4.8

7

447.5

0

447.1

0

446.9

0

447.2

6

447.6

6

448.0

6

448.3

6

448.5

0

44

8.4

8

448.3

0

447.9

6

44

7.5

5

44

7.3

5

447.5

9

44

8.0

4

44

8.4

8

44

8.9

3

44

9.3

8

44

9.8

3

45

0.2

8

45

0.7

3

45

1.1

8

451.2

0

450.9

6

45

1.2

3

451.6

6

452.0

9

45

2.5

3

452.9

6

453.3

9

45

3.8

2

45

4.2

5

45

4.6

8

455.1

1

45

5.5

4

45

5.9

7

456.4

0

45

6.6

7

45

6.4

3

48

1.6

2

48

2.0

2

48

2.4

2

48

2.8

2

48

3.2

2

48

3.6

2

48

4.0

2

48

4.4

2

48

4.8

2

45

6.4

5

45

7.7

8

460.0

0

46

2.2

5

464.5

0

46

6.7

5

469.0

0

47

0.8

3

471.8

1

472.3

6

472.9

1

473.4

6

474.0

1

474.5

6

475.1

1

475.6

6

476.2

1

476.7

6

477.3

1

477.8

6

478.4

1

478.9

6

479.5

1

480.0

6

480.6

1

481.1

6

481.6

9

48

2.0

7

482.3

0

48

2.3

7

48

2.2

8

48

2.0

3

48

1.6

3

48

1.4

2

48

4.0

3

48

3.6

3

48

3.2

2

48

2.8

2

48

2.4

2

482.0

1

481.6

1

481.5

0

48

1.9

7

48

2.7

4

483.5

1

48

5.1

5

48

4.9

7

48

4.2

7

CL

MEYERS LN

CL

RR TRACK

CL

PECAN AVE

EXIST 3-7’x3’

FL 477.07

EXIST 3-3’x2’

FL 452.59

EXISTING GROUND

SBFR PGLEXISTING GROUND

SBFR PGL

SBFR PGL

EXISTING GROUND

SBFR PGL

EXISTINGGROUND

EXIST 3-30" RCP

FL 443.33 EXIST 2-6’x3’

FL 451.22

EXIST 2-7’X3’

FL 444.71

EXIST 2-5’x3’

FL 480.48

BEGIN SOUTHBOUND FRONTAGE

ROAD RECONSTRUCTION

STA 4860+00.00

EL = 447.15

VPI = 4892+20.00

EL = 456.94

+0.67% -0.41%

L = 300.00’

K = 278

ex = -0.41’

VPI = 4898+30.00

EL = 454.47

-0.41% +2.13%

VP

C 4

890+

70.0

0

EL

= 4

55.9

3

VP

T 4

893+

70.0

0

EL

= 4

56.3

3

L = 280.00’

K = 110

ex = 0.89’

VP

T 4

899+

70.0

0

EL

= 4

57.4

5

VP

C 4

896+

90.0

0

EL

= 4

55

.04

44

6.6

3

VPI = 4864+00.00

EL = 448.83

+0.55% +5.00%

L = 440.00’

K = 99

ex = 2.45’

VPI = 4871+30.00

EL = 485.33

+5.00% -3.31%L = 700.00’

K = 84

ex = -7.27’

VPI = 4878+00.00

EL = 463.12

-3.31%-2.19%

L = 200.00’

K = 179

ex = 0.28’

VPI = 4883+50.00

EL = 451.07

-2.19% +0.67%

L = 350.00’

K = 122

ex = 1.25’

VP

C 4

86

1+

80

.00

EL

= 4

47.6

2

VP

T 4

86

6+

20

.00

EL

= 4

59.8

3

VP

C 4

86

7+

80

.00

EL

= 4

67.8

3

VP

T 4

87

4+

80

.00

EL

= 4

73.7

3

VP

C 4

87

7+

00

.00

EL

= 4

66.4

3

VP

T 4

87

9+

00

.00

EL

= 4

60.9

3

VP

C 4

88

1+

75

.00

EL

= 4

54.9

0

VP

T 4

88

5+

25

.00

EL

= 4

52.2

5

VPI = 4908+20.00

EL = 475.57

+2.13% +0.35%

L = 400.00’

K = 225

ex = -0.89’

VPI = 4941+80.00

EL = 487.33

+0.35% -0.85%

L = 400.00’

K = 333

ex = -0.60’

VPI = 4949+50.00

EL = 480.75

-0.85% +0.47%

L = 200.00’

K = 152

ex = 0.33’

VP

C 4

90

6+

20

.00

EL

= 4

71.3

1

VP

T 4

91

0+

20

.00

EL

= 4

76

.27

VP

C 4

93

9+

80

.00

EL

= 4

86.6

3

VP

T 4

94

3+

80

.00

EL

= 4

85.6

2

VP

C 4

94

8+

50

.00

EL

= 4

81.6

0

VP

T 4

95

0+

50

.00

EL

= 4

81.2

2

CL

CRAVEN

AVE

4860+00 4865+00 4870+00 4875+00 4880+00 4885+00 4890+00 4895+00 4900+00 4905+00 4910+00 4915+00 4920+00 4925+00 4930+00 4935+00 4940+00 4945+00 4950+00 4955+00

44

7.1

5

447.3

6

447.5

6

44

7.5

8

44

7.4

2

44

6.5

7

44

5.7

7

44

5.5

2

445.3

1

44

5.5

7

444.9

1

44

8.1

7

446.0

9

44

8.1

2

44

7.9

7

44

7.3

4

44

9.2

7

44

9.8

7

45

0.1

4

45

0.3

5

450.5

6

45

0.8

7

45

0.9

4

451.1

0

451.2

1

451.4

9

451.9

0

452.4

9

45

3.2

3

45

4.0

2

454.6

1

45

4.7

3

454.8

1

45

4.7

8

45

4.7

3

45

4.6

3

45

4.6

4

45

4.6

7

455.1

0

456.5

1

458.6

0

46

0.6

7

462.7

9

46

5.1

4

46

7.5

3

469.5

1

47

1.4

4

473.5

6

475.3

0

47

6.5

2

47

7.4

5

478.0

0

478.5

9

47

9.2

4

479.6

0

480.0

6

48

0.3

3

480.6

9

48

1.2

4

48

1.5

8

48

1.8

7

482.2

0

48

2.4

5

48

2.7

8

48

2.9

5

48

3.2

3

48

3.6

3

48

3.7

4

483.7

9

484.2

1

484.5

9

48

4.8

2

48

5.0

8

485.3

1

485.4

1

485.5

0

485.6

1

485.9

6

485.9

9

48

6.3

3

48

6.3

4

486.5

9

48

6.5

2

48

6.5

7

48

5.6

8

484.9

6

48

4.2

4

48

2.7

3

48

2.1

3

48

1.9

5

481.6

0

48

1.6

5

48

1.8

4

482.0

0

482.0

9

482.5

6

45

6.1

2

456.5

0

45

6.5

3

456.2

1

455.8

1

455.4

0

455.0

0

45

6.1

8

458.0

9

46

0.2

2

46

2.3

5

464.4

9

46

6.6

2

482.4

0

48

2.8

7

48

3.3

4

45

5.1

4

44

6.6

3

44

7.1

8

44

7.7

5

449.0

0

45

1.2

7

45

4.5

5

45

8.8

5

46

3.8

3

468.8

0

47

2.9

7

47

5.9

5

47

7.7

4

47

8.3

5

47

7.7

7

476.0

0

473.0

6

46

9.7

5

46

6.4

3

463.4

0

46

0.9

3

45

8.7

4

45

6.5

5

45

4.3

8

452.8

1

45

2.0

5

452.1

1

452.7

6

45

3.4

3

454.1

1

45

4.7

8

455.4

6

46

8.7

5

47

0.8

8

47

2.8

7

47

4.4

2

47

5.5

3

476.1

9

47

6.5

5

476.9

0

47

7.2

5

477.6

0

47

7.9

5

478.3

0

47

8.6

5

479.0

0

47

9.3

5

479.7

0

48

0.0

5

480.4

0

48

0.7

5

481.1

0

48

1.4

5

481.8

0

48

2.1

5

482.5

0

48

2.8

5

483.2

0

48

3.5

5

483.9

0

48

4.2

5

484.6

0

48

4.9

5

485.3

0

48

5.6

5

486.0

0

48

6.3

5

486.6

9

48

6.8

3

48

6.6

7

486.2

1

48

5.4

5

484.6

0

48

3.7

4

482.8

9

48

2.0

3

481.2

6

48

1.0

7

481.4

6

48

1.9

3

10+00 15+00 20+00

500

520

IH 35

GORENBFR

GORE

520

500

505.9

1

51

5.1

4

515.0

6

51

4.4

4

51

2.8

2

51

0.6

4

50

8.8

2

50

8.4

8

50

9.7

4

51

1.1

3

51

1.6

8

51

2.2

3

51

2.1

3

51

0.9

4

ST

A 1

6+

41

EL

= 5

10.6

8

ST

A 2

1+

95

EL

= 5

11.8

8

VPI = 18+00.00

EL = 511.60

-0.92% +1.10%

L = 200.00’

K = 99

ex = 0.50’

VPI = 20+40.00

EL = 514.23

+1.10% -1.53%

L = 220.00’

K = 84

ex = -0.72’

51

6.6

7

51

6.6

8

51

6.1

5

515.3

6

514.4

1

513.4

6

51

2.5

2

512.1

0

512.6

9

513.4

9

513.1

6

51

1.7

8

50

9.9

7

VP

C 1

9+

30.0

0

EL

= 5

13.0

2

VP

T 2

1+

50

.00

EL

= 5

12

.54

VP

T 1

9+

00

.00

EL

= 5

12.6

9

VP

C 1

7+

00.0

0

EL

= 5

12.5

2540 540

10+00 15+00 20+00 25+00

480

500

520

516.3

9

51

6.3

7

51

6.1

5

51

5.3

8

51

4.3

2

51

2.9

7

51

1.3

8

50

9.6

4

50

8.4

8

507.1

9

505.8

9

50

5.3

5

505.3

0

504.7

9

504.4

1

504.3

1

50

4.8

8

SBFR

GORE

IH 35

GORE

480

500

520

ST

A 2

1+

62

EL

= 5

07.3

3

ST

A 2

4+

40

EL

= 5

08.7

6

VPI = 22+00.00

EL = 506.72

-1.57% +1.29%

L = 240.00’

K = 84

ex = 0.86’

VPI = 24+00.00

EL = 509.30

+1.29% -1.08%

50

9.8

7

50

8.3

2

50

7.5

8

50

8.0

3

508.8

6

50

8.2

2

50

7.1

4

VP

C 2

0+

80

.00

EL

= 5

08.6

1

VP

T 2

3+

20

.00

EL

= 5

08

.27

VP

C 2

3+

25

.00

EL

= 5

08.3

3

VP

T 2

4+

75

.00

EL

= 5

08.4

9

K = 63

L = 150.00’

ex = -0.44’

10+00 15+00 20+00 25+00

460

480

500

49

2.7

3

49

0.2

2

488.2

6

48

7.4

7

48

7.0

2

48

7.0

7

48

7.3

8

48

7.7

4

48

7.8

2

48

7.8

4

487.5

9

48

7.1

5

487.4

0

48

8.8

3

49

0.5

3

492.1

9

49

3.0

2

49

3.8

2

49

4.1

5

SBFR

GORE

IH 35

GORE

500

460

480

ST

A 2

3+

44

EL

= 4

90

.77

VPI = 22+00.00

EL = 490.02

+0.18%

VPI = 23+00.00

EL = 490.68

+0.66% +0.19%

49

1.0

7

489.4

0

48

9.6

5

48

9.8

4

49

0.0

7

49

0.6

3

49

0.8

8

49

1.0

7

VP

C 2

1+

55.0

0

EL

= 4

89

.94

VP

T 2

2+

45

.00

EL

= 4

90.3

2

VP

T 2

3+

40

.00

EL

= 4

90.7

6

VP

C 2

2+

60.0

0

EL

= 4

90.4

2

ST

A 2

1+

51

EL

= 4

89.9

3

ex = 0.06’

ex = 0.05’

L = 90.00’

L = 80.00’

K = 184

K = 170

10+00 15+00 20+00

480

500

488.5

6

48

8.3

2

48

8.6

3

488.7

6

48

8.9

3

489.0

9

489.1

1

48

8.9

7

48

9.2

8

489.9

6

49

0.7

5

49

2.0

2

49

2.8

7

IH 35

GORE

NBFR

GORE

500

480

ST

A 2

0+

50

EL

= 4

92.5

6

ST

A 2

0+

16

EL

= 4

92.1

3

VPI = 20+50.00

EL = 492.56

+0.46% +0.25%

49

1.8

7

49

2.3

3

492.6

9

49

2.9

4

520520

(NO VC)

10+00 15+00 20+00

460

480

500

48

5.1

5

485.1

6

484.4

0

48

3.1

5

481.9

1

483.4

9

48

6.0

8

48

5.8

4

489.0

6

49

2.5

7

495.0

0

496.8

9

SBFR

GORE

IH 35

GORE

500

460

480

50

1.7

4

ST

A 1

2+

14

EL

= 4

85.7

5

VPI = 12+40.00

EL = 485.99

+0.46% -1.58%

VPI = 14+60.00

EL = 482.52

-1.58% +1.59%

L = 260.00’

K = 82

ex = 1.03’

48

4.8

8

48

5.3

4

485.7

6

48

5.0

4

483.7

6

48

3.6

5

48

4.7

4

48

7.2

5

489.9

0

VP

C 1

3+

30.0

0

EL

= 4

84

.57

VP

T 1

5+

90

.00

EL

= 4

84.5

8

VP

T 1

3+

05

.00

EL

= 4

84

.97

VP

C 1

1+

75

.00

EL

= 4

85.6

9

ex = 0.33’

K = 64

L = 130.00’

ST

A 1

5+

34

EL

= 4

83.8

8

10+00 15+00 20+00 25+00 30+00

SBFR

GORE

IH 35

GORE

460

480

500 500

480

460

475.9

9

47

5.8

3

475.3

9

47

4.6

5

47

3.6

5

47

3.3

5

47

3.3

3

47

3.4

8

47

3.6

3

47

3.8

8

47

4.0

8

47

3.7

2

473.3

9

47

2.8

7

47

4.2

2

47

5.4

7

477.0

6

47

8.9

5

48

0.3

2

481.0

9

48

1.6

8

VPI = 24+50.00

EL = 474.92

+0.16% +2.19%

L = 200.00’

K = 99

ex = 0.51’

VPI = 26+50.00

EL = 479.30

+2.19% +0.37%

L = 160.00’

K = 88

ex = -0.36’

47

4.3

5

474.5

1

47

4.6

7

474.9

6

47

6.1

4

47

8.1

5

47

9.4

3

47

9.8

5

48

0.0

8

VP

C 2

3+

50.0

0

EL

= 4

74.7

6

VP

T 2

5+

50

.00

EL

= 4

77.1

1V

PC

25+

70.0

0

EL

= 4

77.5

5

VP

T 2

7+

30

.00

EL

= 4

79.5

9

ST

A 2

4+

03

EL

= 4

74.9

9

ST

A 2

7+

08

EL

= 4

79.4

8

10+00 15+00

440

460 460

440

IH 35

GORE

SBFR

GORE

ST

A 1

2+

02

EL

= 4

61.3

9

44

8.8

5

44

8.9

5

44

8.9

7

449.0

6

449.7

1

450.3

6

451.0

1

451.6

6

452.3

0

45

2.9

5

453.6

0

VPI = 12+50.00

EL = 460.26

-2.36%

-3.45%

VPI = 15+30.00

EL = 450.59

-3.45%+0.54%

L = 320.00’

K = 80

ex = 1.60’

46

6.7

4

463.8

0

46

1.4

4

45

8.5

3

45

5.1

3

45

2.6

8

45

1.4

7

451.5

1

45

2.0

5

VP

C 1

3+

70.0

0

EL

= 4

56.1

1

VP

T 1

6+

90

.00

EL

= 4

51.4

5

ST

A 1

6+

91

EL

= 4

51.4

6

VP

C 1

2+

00.0

0

EL

= 4

61

.44

VP

T 1

3+

00

.00

EL

= 4

58.5

3

K = 92

L = 100.00’

480480

ex = -0.14’

10+00 15+00 20+00

480

500

482.4

6

482.0

1

48

0.5

2

479.4

9

477.5

9

47

7.5

4

478.3

6

47

9.4

3

48

0.8

3

48

1.3

3

481.9

9

482.3

9

48

3.1

3

484.5

9

48

6.0

3

IH 35

GORE

NBFR

GORE

ST

A 1

3+

35

EL

= 4

83.1

2

ST

A 1

7+

07

EL

= 4

80.8

0

-0.40%

VPI = 14+00.00

EL = 482.86

-1.20%

VPI = 16+00.00

EL = 480.45

-1.20% +0.41%

L = 160.00’

K = 99

ex = 0.32’

48

3.2

2

482.7

6

48

1.6

5

48

0.7

7

480.8

6

48

1.2

7

48

1.4

5

48

1.7

2

VP

C 1

5+

20

.00

EL

= 4

81.4

1

VP

T 1

6+

80

.00

EL

= 4

80.7

8

VP

T 1

4+

50

.00

EL

= 4

82.2

5

VP

C 1

3+

50

.00

EL

= 4

83.0

6

L = 100.00’

K = 125

ex = -0.10’

483.4

9

48

3.2

2

520 520

500

480

10+00 15+00 20+00

460

480

IH 35

GORE

NBFR

GORE

480

460

47

5.5

3

475.8

0

475.6

9

474.7

0

472.9

9

47

1.3

8

47

0.5

7

47

2.3

8

47

4.3

3

47

6.3

2

47

7.7

3

ST

A 1

6+

63

EL

= 4

72

.74

ST

A 1

8+

06

EL

= 4

74.4

0

VPI = 16+80.00

EL = 472.49

-0.41%

VPI = 18+00.00

EL = 473.16

+0.56% +0.45%

475.6

0

47

4.9

7

47

4.3

5

47

3.2

3

47

2.8

2

47

2.6

5

47

3.1

5

47

3.6

2

47

4.0

7

VP

C 1

6+

30

.00

EL

= 4

72.7

0

VP

T 1

7+

30

.00

EL

= 4

72

.77

L = 100.00’

K = 103

ex = 0.12’500 500(NO VC)

Meyers

Ln

Craven Ave

Lake Shore Dr

Lake Waco

F.M.

3051LOOP

340

Texas State

Technical College

EXIT 342 A

77

Craven Ave

Crest DrF.M.

2417

2

1 ‰

…

…

F.M.

2417

Crest Dr

‰ MILE

Behrens Cr

EXIST TO REMAIN

NB STA 809+91 NB STA 825+70

Behrens

Circle

MILE‰

TEXAS

6

Martin & Bryan

College Station

339EXIT

TO SOUTH

Lake Shore Dr

Lake Waco

F.M.

3051LOOP

340

MILE1

EXIST TO REMAIN

LOGO SIGN

LOGO SIGN

EXIST TO REMAIN

XXXEXIT

XXXEXIT

XXXEXIT

XXXEXIT

XXXEXIT

XXXEXIT

XXXEXIT

Lake Shore Dr

Lake Waco

F.M.

3051LOOP

340

XXXEXIT

…MILE

XXXEXIT

Lake Shore Dr

F.M.

3051LOOP

340

Meyers Ln

MILE‰

Lake Shore Dr

F.M.

3051LOOP

340

Meyers Ln

Craven Ave

Crest DrF.M.

2417

2

1 ‰

¾

XXXEXITEXIT XXXBUSINESS SOUTH

XXX

EXIT

…

Meyers

Ln

MILE

IH 35

MEYERS LANE

1 1

11

2

2

2

2

3

3

3

3

400 300

500 400

600 500

700 800

10600900 1200

5100

145001000 1300

6900

16100 7700

31800 37300

4550030500 53100 36200

4850041700 56900 49500

46300 54900

10600 490014500

1400 18006700

161001800 2500

7500

1900 2700

1400 600

1900 14002100 1500

1900

2800

3100

2300

3000

3300

1400

2200

2400

1800

2400

2600

1100

1500

1650

1000

1600

1650

1200

1900

2050

900

1200

1250

200

300

350

100

200

250

700

750

1000700

800

850

100

200

250

100

200

250

300

400

450

300

400

450

PECAN

STREET

IH 35

CRAVEN AVENUE

1

1

2

2

3

3

1

1

2

2

3

3

2300 600

3200 800

3600 900

1000 2800

4001400 3900

5001500 4300

600

37300

53100 36200

56900 49500

54900

500

7001000 2900

8001400 3900

1500 4300

6003300 8003600 900

2700

2600

1800

2700

2600

1800 400

500

550

400

500

550

6100

8600

9500

2000

2800

3200

200

300

350

800

900

1100

700

900

1100

200

300

350

2400 2000

2500

3000

6200

8400

9300

1500

1900

2250

1400

2200

2450

2400

3500

3900

4900

6400

7000

4900

6400

7000

2500

3200

3700

32800

47200

50500

48700

43800

31800

Nucleophilic Substitution Supplementary Note 2311 - …ww2.chemistry.gatech.edu/class/2311/marder/Nucleo.pdf ·  · 2004-10-05Nucleophilic Substitution Supplementary Note 2311

edicion 933

Grafiek 2311

AWorldofDifferenceProgram AF 2311

ANNEX II-1: 2015-2018 DETAILED EXPENDITURE BY …rulindo.gov.rw/uploads/media/RULINDO_DISTRICT_BUDGET_2015.201… · 2311 2311 2311 2311 2311 2673 2113 6448010202 Facilitate mutuelle

options dimensions (mm) - Mercedes-Benz · 2020. 8. 25. · E Frame height at front axle (unladen) 933 933 933 933 933 933 Frame height at rear axle (steel susp. unladen) 991 991

scienceway.ruscienceway.ru/d/706321/d/the_way_of_science_no_2_48_february_0.pdfISSN 2311-2158. The Way of Science. 2018. № 2 (48). 2 UDC 53:51+67.02+631+330+80+340+371+61+159.9+551

technomarket 2311 0612 2009

Πολιτεία 933

technical data - Laholmm1.laholm.se/~frank.bylund/FOV8-0002057C/FOV8-00020CD9/Teknisk... · technical data Applied Systems ... Dimensions Unit Height mm 2311 2311 2311 2311 2311 2311

seisan.server-shared.comseisan.server-shared.com/2311/2311-24.pdfCreated Date: 9/18/2016 10:10:37 PM

New South Wales - dva.gov.au · PDF fileallynbrook 2311 bingleburra 2311 carrabolla 2311 east gresford 2311 eccleston 2311 ... freemans waterhole 2323 aberglasslyn 2320 allandale 2320

GUANYA LES CORTS - media-edg.barcelona.cat · Carns Banach 933 309 010 / 933 309 703 [email protected] Carnisseria Salvador 933 309 320 [email protected] Carnisseries Solé 933

Final exam engl 2311

ACTA NÚMERO 2311

N 2311 ASSEMBLÉE NATIONALE

Forecasting enterprenuership 2311

ISSUE ID: 2011/C/42 ANNUAL RETURNS PROCESSED BETWEEN 26 ... · PDF fileissue id: 2011/c/42 annual returns processed between 26-aug-2011 and 01-sep-2011. b1 ... 2311 2311 2311 2311

New Arcs, . 08002 Barcelona | T 934 826 800 | F 933 042 340 … · 2019. 6. 12. · 3 Arcs, . 08002 Barcelona | T 934 826 800 | F 933 042 340 |[email protected] PROGRAMA _ ITI-NERA

City of Waco · 2018-12-21 · §¨¦35 £¤84 £¤b77 £¤b77 §¨¦35 484 %, 340 %, 340 §¨¦35 £¤84 £¤b77 396 434 %, 340 933 3051 3051 933 £¤b77 §¨¦35 £¤77!(6!(6!(6434

EXOSTIS 933

ENGL 2311 Proposal

1 Caratteristiche - ciporistano.it impianti... · Dimensioni Unità Altezza mm 2311 2311 2311 2311 2311 2311 2311 2311 Larghezz a mm 2000 2000 2000 2000 2000 2000 2000 2000 Profondit

issn 1869-2311 INDUSTRIE

N° 2311 ASSEMBLÉE NATIONALE

· PDF file2311 2311 2311 2311 2311 2311 2311 snrxe snnoorx soara ROPåZ snnzs: M x x x H x x 9435 94 9435 90s 9435 9435 '435 '435 9435 ATTACH"ENT 2 - 2 . Created Date:

Jornal fato 2311 13

Weber 2311 Notes d12

HDM-2311 - Haier

Yu 46(251) 2311

alen-mak.ivanovo.bgalen-mak.ivanovo.bg/alen-mak/Docs/Budjet/2017/otchet-CDG-uli-2017.… · 2311 2311 2311 2311 3311 3311 1000 1011 1014 1015 1016 1020 1030 1051 0100 3311 0101

D203SW D243S D263S D332ST · PDF fileI Maksimikorkeus ROPS turvakaarella 2175 2311 2311 2311 2311 2311 2311 2311 Maksimi orkeus FOPS turvakatoksella 2046 2165 2165 2165 2165 2165 2165

KR13-12 · 2311 2311 Spike noise (ch. 228, 229) 2312 2312 Spike noise (ch. 247)

THE PPRESIDENT RESIDENT’ MM - ASHRAE Arkansasarkansasashrae.org/images/downloads/Newsletter_Archives/2011_09.pdf · 501501- ---753753753- ---2311 2311 2311 Email: [email protected]

NS PLUS 2311