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  • BEAUMONT DISTRICT F EXIST BRIDGE TYPICAL SECTION M GIL ...ftp.dot.state.tx.us/pub/txdot-info/bmt/notices/... · 11 / 16 / 2016 7: 45: 20 a m c:\ p w _on li n e \ s t a n t ec \ d
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Di t ch Rus h Dit ch Spi ndl et op Bayou Bayou Din BAYOU Green Ba yo u Gul l y Gul l y Lake Lo v e l l CHEEK Bayou Di n GALLOWAY NEW BETHEL No r t h Fo r k Taylor Bayou Re s e r vo i r Taylor No r t h Fork Taylor Bayou No r t h Fo r k Ta y l o r Bayou P P Fork Ta y l o r Bayo u Mayhaw Bayou Tayl o r Bayo u So ut h Fork Club Country Ba y ouDi n 1406 L a n d r u m Ce m FANNETT WINNIE HAMSHI RE Park County Br ou s s a r d JEFFERSON COUNTY CHAMBERS COUNTY JEFFERSON COUNTY CHAMBERS COUNTY Di t ch Rus h Dit ch Spi ndl et op Bayou Bayou Din BAYOU Green Ba yo u Gul l y Gull y Lake Lo v e l l CHEEK Bayou Di n GALLOWAY NEW BETHEL No r t h Fo r k Taylor Bayou Re s e r v o i r Taylor No r t h Fork Taylor Bayou No r t h Fo r k Ta y l o r Bayou P P Fork Ta y l o r Bayo u Mayhaw Bayou Tayl o r Bayo u So ut h Fork Club Country Ba y o uDi n 1406 L a n d r u m Ce m FANNETT WINNIE HAMSHI RE Park County Br ou s s a r d JEFFERSON COUNTY CHAMBERS COUNTY JEFFERSON COUNTY CHAMBERS COUNTY (512) 416-2055; ALL RIGHTS RESERVED. C 2016 BY TEXAS DEPARTMENT OF TRANSPORTATION, R C VICINITY MAP FEDERAL AID PROJECT NO. N.T.S. 0739 02 THIS PRINT IS FURNISHED FOR INFORMATION ONLY. THE PLAN INFORMATION OR OTHER DATA SHOWN HEREON IS SUBJECT TO CHANGE AND MUST NOT BE CONSTRUED AS FINAL. TEXAS DESCRIPTION Texas Department of Transportation FED. RD. DIV. NO. STATE STATE DISTRICT COUNTY CONTROL NO. SEC. NO. JOB NO. HWY NO. c:\pw_online\stantec\dms96780\I10-PHASE2-ROLL1.dgn 11/16/2016 7:45:20 AM c:\pw_online\stantec\dms96780\I10-PHASE2-ROLL1.dgn 11/16/2016 7:45:20 AM DATE TEXAS REGISTRATION NUMBER SCHEMATIC PREPARED BY: IH 10 PROJECT LENGTH: PROJECT LIMITS: R C VICINITY MAP FEDERAL AID PROJECT NO. N.T.S. DESCRIPTION Texas Department of Transportation FED. RD. DIV. NO. STATE STATE DISTRICT COUNTY CONTROL NO. SEC. NO. JOB NO. HWY NO. INDEX OF ROLLS: 99788 PERMIT PURPOSES BIDDING OR CONSTRUCTION, NOT INTENDED FOR (512) 416-2055; ALL RIGHTS RESERVED. C 2016 BY TEXAS DEPARTMENT OF TRANSPORTATION, DATE TEXAS REGISTRATION NUMBER SCHEMATIC PREPARED BY: 99788 PERMIT PURPOSES BIDDING OR CONSTRUCTION, NOT INTENDED FOR 11/16/2016 DATE DATE 11/16/2016 11/16/2016 11/16/2016 BEAUMONT TEXAS BEAUMONT 0739 02 IH 10 0 HORIZ SCALE IN FEET 0 VERT SCALE IN FEET 2 4 8 100 200 400 300 6 500 10 0 HORIZ SCALE IN FEET 0 VERT SCALE IN FEET 2 4 8 100 200 400 300 6 500 10 2016 2016 DISTRICT ENGINEER TUCKER FERGUSON, JR., P.E. CONSTRUCT 6-LANE DIVIDED HIGHWAY PRELIMINARY - SUBMITTAL THIS PRINT IS FURNISHED FOR INFORMATION ONLY. THE PLAN INFORMATION OR OTHER DATA SHOWN HEREON IS SUBJECT TO CHANGE AND MUST NOT BE CONSTRUED AS FINAL. PRELIMINARY - SUBMITTAL DESIGN SCHEMATIC BEAUMONT DISTRICT DISTRICT ENGINEER TUCKER FERGUSON, JR., P.E. CONSTRUCT 6-LANE DIVIDED HIGHWAY Engineered by Stantec Consulting Services, Inc Texas Registered Engineering Firm # 6324 Engineered by Stantec Consulting Services, Inc Texas Registered Engineering Firm # 6324 INTERSTATE HIGHWAY 10 PROPOSED SCHEMATIC LAYOUT INTERSTATE HIGHWAY 10 PROPOSED SCHEMATIC LAYOUT DESIGN SCHEMATIC BEAUMONT DISTRICT ANUROOPA KANCHERLA ANUROOPA KANCHERLA 124 10 365 365 365 1406 1406 1663 1663 124 73 124 124 124 10 10 73 10 124 1663 1663 1406 10 124 73 10 1406 365 365 10 124 73 365 10 124 124 PIPELINE PIPELINE PIPELINE PIPELINE PIPELINE PIPELINE PIPELINE PIPELINE PIPELINE PIPELINE VALERO VALERO ELLIOT ELLIOT KINDER MORGAN KINDER MORGAN BUCKEYE BUCKEYE COLONIAL COLONIAL PIPELINE PIPELINE PIPELINE PIPELINE PIPELINE PIPELINE PIPELINE PIPELINE PIPELINE PIPELINE EXPLORER EXPLORER CHEVRON CHEVRON CENTANA INTRASTATE CENTANA INTRASTATE ENTERPRISE ENTERPRISE EXXON EXXON PIPELINE PIPELINE PIPELINE PIPELINE PIPELINE PIPELINE PIPELINE PIPELINE PIPELINE PIPELINE PIPELINE PIPELINE UCAR UCAR WILLIAM MIDSTREAM WILLIAM MIDSTREAM WESTERN OIL WESTERN OIL SUN OIL CO SUN OIL CO WINNIE WINNIE UNKNOWN UNKNOWN GAS ELECTRIC GAS FIBER OPTIC OVERHEAD ELECTRIC ONCOR ELECTRIC ELECTRIC TXDOT TXDOT TELEPHONE TELEPHONE TELEPHONE TELEPHONE ATT ATT OVERHEAD CTV TIME WARNER CTV CTV FIBER OPTIC FIBER OPTIC FIBER OPTIC WATER WATER WASTE WATER WASTE WATER WASTE WATER ELECTRIC FIBER LIGHT FIBER LIGHT TIME WARNER TIME WARNER CITY OF BEAUMONT CITY OF BEAUMONT CITY OF BEAUMONT CITY OF BEAUMONT CITY OF BEAUMONT ENTERGY ENTERGY WINDSTREAM WINDSTREAM WINDSTREAM WINDSTREAM CENTERPOINT CENTERPOINT UTILITY LEGEND WASTE WATER MANHOLE CLEAN OUT HYDRANT POWER POLE TELEPHONE MANHOLE TELEPHONE VAULT WATER VALVE WATER METER TELEPHONE PEDESTAL LIGHT POLE FIBER OPTIC VAULT FIBER OPTIC MANHOLE GAS METER WATER MANHOLE WATER VAULT TELEPHONE HAND HOLE T GV GAS VENT TRAFFIC SIGNAL POWER BOX T OUT OF SCOPE END OF LINE E TRANSMISSION TOWER TT FIBER OPTIC HANDHOLE GAS TRANSFORMER WASTE WATER VAULT V WV HH GM CO F E WM WW FH QUALITY LEVEL LEGEND TYPICAL FOR ALL UTILITIES QUALITY LEVEL "B" OVERHEAD CTV/TELE OVERHEAD ELEC/CTV ELEC TRANSFORMER BOX ELEC POWER BOX ELEC MANHOLE WINDSTREAM TIME WARNER/ TIME WARNER ONCOR/ STA 735+00.00 CSJ 0739-02-161 BEGIN PROJECT STA 735+00.00 CSJ 0739-02-161 BEGIN PROJECT STA 1092+00.00 CSJ 0739-02-161 END PROJECT 161 161 6.75 MILES DESCRIPTION ROLL FUNCTIONAL CLASSIFICATION & DESIGN SPEEDS: PROP TYPICAL SECTION [ IH 10 GROUND EXIST [ IH 10 2' SHLDR LANE LANE LANE SHLDR LANES WESTBOUND 10' 12' 10' SHLDR LANE LANE LANE SHLDR 12' 12' 10' 10' 12' 12' 12' LANES EASTBOUND GROUND EXIST 13" CRCP STABILIZED BASE 6" CEMENT (EXIST MATERIAL) 8" LIME TREATED 2 . 5 % 2 . 0 % 2 . 5 % 2 . 0 % EXIST ROW 150' USUAL 300' ROW LANE 1' 2 . 0 % 2 . 0 % 10' LANE SHLD 1' 10' SHLD VARIES 150' USUAL LANE 10' LANE 10' 2 . 0 % 2 . 0 % 1' SHLD VARIES SHLD 1' EXIST ROW [ FRONTAGE ROAD EXISTING [ FRONTAGE ROAD EXISTING IH 10: STA 1095+00 TO STA 1174+30 IH 10: STA 925+00 TO STA 1095+00 IH 10: STA 735+00 TO STA 925+00 3 2 1 PROJECT LENGTH: PROJECT LIMITS: INDEX OF ROLLS: 6.75 MILES DESCRIPTION ROLL FUNCTIONAL CLASSIFICATION & DESIGN SPEEDS: IH 10: STA 1095+00 TO STA 1174+30 IH 10: STA 925+00 TO STA 1095+00 IH 10: STA 735+00 TO STA 925+00 3 2 1 FRONTAGE ROADS BRUSH ISLAND ROAD FM 365 HAMSHIRE ROAD IH10 RAMPS IH10 ROADWAY COLLECTOR LOCAL COLLECTOR LOCAL RAMP FREEWAY FUNCTIONAL CLASSIFICATION 50 MPH 50 MPH 60 MPH 50 MPH 55 MPH 75 MPH DESIGN SPEED FRONTAGE ROADS BRUSH ISLAND ROAD FM 365 HAMSHIRE ROAD IH10 RAMPS IH10 ROADWAY COLLECTOR LOCAL COLLECTOR LOCAL RAMP FREEWAY FUNCTIONAL CLASSIFICATION 50 MPH 50 MPH 60 MPH 50 MPH 55 MPH 75 MPH DESIGN SPEED [ IH 10 10' LANE LANE SHLD SHLD LANE LANE SHLD SHLD 10' LANE LANE SHLD SHLD EXIST ROW EXIST ROW 6' 6' 2' 2' 12' 12' 12' 12' 10' 10' EXIST TYPICAL SECTION VARIES ROW VARIES VARIES 42'-118' LANE LANE SHLD SHLD 2' 2' 10' 10' 43'-120' [ WB MAINLANES EXISTING [ EB MAINLANES EXISTING [ FRONTAGE ROAD EXISTING * [ FRONTAGE ROAD EXISTING * • " : 1 ' ‚ " : 1 ' † " : 1 ' • " : 1 ' ‚ " : 1 ' † " : 1 ' † " : 1 ' ‚ " : 1 ' • " : 1 ' ‚ " : 1 ' ‚ " : 1 ' EXIST 6.50" HMA EXIST 8" CONCRETE EXIST 8.50" HMA EXIST FLEX BASE EXIST 6" CEM. STAB. BASE EXIST 6.50" HMA EXIST 8" CONCRETE EXIST 8.50" HMA EXIST FLEX BASE EXIST 6" CEM. STAB. BASE EXIST FLEX BASE EXIST 1.00" SMA EXIST 8.50" HMA EXIST 1" SMA EXIST 2" SMA EXIST 1" SMA EXIST 2" SMA EXIST 1.54" SEAL COAT EXIST C14 HMA ETC JEFF, ETC JEFF, QUALITY LEVEL "C" QUALITY LEVEL "D" records and/or oral recollections. Quality Level "D": Information derived from existing quality level D information. professional judgment in correlating this information to plotting visible above-ground utility features and by using Quality Level "C": Information obtained by surveying and subsurface utilities (aka Designating). determine the existence and approximate horizontal position of application of appropriate surface geophysical methods to Quality Level "B": Information obtained through the APPROXIMATE LENGTH: 6.75 MILES TO: FM 365 FROM: HAMSHIRE ROAD PROJECT LIMITS APPROXIMATE LENGTH: 6.75 MILES TO: FM 365 FROM: HAMSHIRE ROAD PROJECT LIMITS BONDBREAKER, AE-P TO: EAST OF FM 365 FROM: HAMSHIRE ROAD TO: EAST OF FM 365 FROM: HAMSHIRE ROAD PLAN LEGEND RETAINING WALL CULVERT REMOVAL CONCRETE PROPOSED OVERLAY PROPOSED FUTURE ROAD PROPOSED LOCAL ROAD PROPOSED BRIDGE PROPOSED CROSS STREET PROPOSED FRONTAGE ROAD PROPOSED RAMP PROPOSED IH10 PROPOSED OUTSIDE SHOULDER PROPOSED INSIDE SHOULDER CENTERLINE C.O.A. EXIST R.O.W. FEMA ZONE A STA 1092+00.00 CSJ 0739-02-161 END PROJECT 20-124-0739-02-024 (EB) EXISTING NBI:20-124-0739-02-023 (WB) PROPOSED BRIDGE [ FM 365 PROP IH10 PGL EXIST GROUND [ DITCH 505 VERTICAL CLEARANCE 16'-6" MIN. [ NORTH FORK TAYLOR BAYOU 4' X 3' CONC BOX CULVERT 2 - 7' X 3' CONC BOX CULVERTS 2 - 7' X 3' CONC BOX CULVERTS WSE100 = XX.XX WSE25 = XX.XX WSE25 = XX.XX WSE100 = XX.XX PROPOSED BRIDGE STA 742+88 BEGIN BRIDGE STA 743+68 END BRIDGE STA 883+30 END BRIDGE STA 877+70 BEGIN BRIDGE CONC BOX CULVERT 5' X 3' PROPOSED BRIDGE 20.31 STA = 762+70.54 EL = 20.05' ( + ) 0 . 0500 % (+)2.8000 % L = 580.00' K = 211 ex = 1.99' STA = 775+09.16 EL = 54.73' (+)2.8000 % (-)2.8000 % L = 1,760.00' K = 314 ex = -12.32' STA = 788+02.21 EL = 18.52' (-)2.8000 % (-) 0 . 0619 % L = 570.00' K = 208 ex = 1.95' STA = 807+00.00 EL = 17.35' (-) 0 . 0619 % ( + ) 0 . 1169 % STA = 819+40.00 EL = 18.80' ( + ) 0 . 1169 % (-) 0 . 0500 % STA = 831+80.00 EL = 18.18' (-) 0 . 0500 % ( + ) 0 . 0494 % STA = 858+50.00 EL = 19.50' ( + ) 0 . 0494 % STA = 900+00.00 EL = 21.48' (-) 0 . 0123 % STA = 918+00.00 EL = 21.26' (-) 0 . 0123 % (+)0.0037 % VPC 759+80.54 EL. = 19.90 ' VPT 765+60.54 EL. = 28.17 ' VPC 766+29.16 EL. = 30.09 ' VPT 783+89.16 EL. = 30.09 ' VPC 785+17.21 EL. = 26.50 ' VPT 790+87.21 EL. = 18.35 ' STA 773+17.16 BEGIN BRIDGE STA 777+01.16 END BRIDGE [ FM 365 VERTICAL CLEARANCE 16'-6" MIN. (-) 0 . 0500 % STA = 863+50.00 EL = 19.25' STA = 867+66.05 EL = 19.87' ( + ) 0 . 1 5 00 % (+)2.5800 % L = 510.00' K = 210 ex = 1.55' STA = 880+50.00 EL = 53.00' (+)2.5800 % (-)2.5800 % L = 1,610.00' K = 312 ex = -10.38' STA = 892+26.68 EL = 22.64' (-)2.5800 % ( - ) 0 . 1 500 % L = 510.00' K = 210 ex = 1.55' VPC 865+11.05 EL. = 19.49 ' VPT 870+21.05 EL. = 26.45 ' VPC 872+45.00 EL. = 32.23 ' VPT 888+55.00 EL. = 32.23 ' VPC 889+71.68 EL. = 29.22 ' VPT 894+81.68 EL. = 22.26 ' 4:1 95' PROPOSED BRIDGE 745+00 750+00 755+00 760+00 765+00 770+00 775+00 780+00 785+00 790+00 795+00 800+00 805+00 810+00 815+00 820+00 825+00 830+00 835+00 840+00 845+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 20.31 20.25 20.19 20.13 20.07 20.01 19.95 19.89 19.83 19.77 19.71 19.65 19.59 19.53 19.47 19.41 19.46 19.51 19.56 19.61 19.66 19.71 19.76 19.81 19.86 19.92 20.30 21.15 22.48 24.28 26.56 29.27 31.99 34.41 36.51 38.28 39.75 40.89 41.71 42.22 42.41 42.28 41.83 41.06 39.98 38.58 36.86 34.82 32.46 29.79 26.99 24.35 22.19 20.51 19.31 18.58 18.34 18.28 18.22 18.15 18.09 18.03 17.97 17.91 17.84 17.78 17.72 17.66 17.60 17.54 17.47 17.41 17.35 17.47 17.58 17.70 17.82 17.93 18.05 18.17 18.29 18.40 18.52 18.64 18.75 18.77 18.72 18.67 18.62 18.57 18.52 18.47 18.42 18.37 18.32 18.27 18.22 18.19 18.24 18.29 18.34 18.39 18.44 18.49 18.54 18.59 18.63 18.68 18.73 18.78 18.83 18.88 18.93 18.98 19.03 19.08 19.13 19.18 19.23 19.28 19.33 19.38 19.43 19.48 21.47 21.46 21.44 21.43 21.42 21.41 21.40 21.38 21.37 21.36 21.35 21.33 21.32 21.31 21.30 21.28 21.27 21.26 21.26 21.27 21.27 21.28 21.28 21.28 21.29 19.48 19.43 19.38 19.32 19.27 19.32 19.47 19.81 20.63 21.91 23.68 25.92 28.49 31.07 33.60 35.84 37.77 39.37 40.65 41.61 42.25 42.58 42.58 42.25 41.61 40.65 39.37 37.77 35.85 33.60 31.07 28.51 26.30 24.57 23.32 22.54 22.23 22.08 21.93 21.78 21.63 21.48 16.66 16.65 16.70 16.62 16.51 16.36 16.15 15.76 12.19 15.83 16.22 16.36 16.43 16.32 16.25 16.25 16.01 15.88 15.73 15.65 15.63 15.62 15.61 15.38 15.06 16.76 13.96 15.39 15.55 15.46 15.26 15.20 15.16 15.15 15.24 15.27 15.18 15.24 15.30 15.33 16.51 14.98 15.07 15.07 15.06 14.92 14.83 14.91 14.90 14.91 15.04 15.01 15.15 15.55 15.57 15.63 15.70 15.73 15.75 15.80 15.82 15.44 15.17 14.97 15.05 14.99 14.70 14.43 14.22 14.27 13.60 13.52 13.52 13.46 13.85 14.06 14.45 14.74 14.80 14.82 14.80 14.91 14.95 14.84 14.87 15.05 15.03 14.99 15.36 15.06 12.88 13.69 14.16 14.63 15.00 14.79 14.36 14.66 14.92 14.96 14.89 14.90 15.12 15.58 15.83 15.59 15.91 16.06 16.23 16.18 16.24 16.51 16.41 16.51 16.69 16.67 16.89 16.88 17.02 17.17 16.99 17.25 17.35 17.03 16.71 16.76 16.99 16.98 17.00 16.59 16.51 16.76 16.49 17.70 16.71 17.61 18.86 20.10 22.57 25.36 27.60 29.62 31.87 33.49 19.57 5.13 4.00 15.37 33.91 32.00 30.62 28.33 25.73 23.05 20.97 19.33 18.21 17.78 16.07 17.41 17.73 17.64 18.30 18.56 18.56 18.79 16.18 18.70 18.29 18.31 18.48 18.60 18.59 18.67 18.58 18.73 18.78 18.81 18.86 18.82 18.90 17.50 18.58 17.81 17.91 18.47 18.65 18.63 18.67 18.55 18.57 740+00 730+00 OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE DVE GE T AT I ON OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D OBS CURE D FM 365 T WW T T T T T T T T T T T PO T 735+ 00 .00 735+00 740+00 745+00 750+00 755+00 760+00 765+00 770+00 775+00 780+00 785+00 790+00 795+00 800+00 805+00 810+00 815+00 820+00 825+00 830+00 835+00 840+00 845+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 P C 10 + 0 0 . 00 10+00 PT 13+76.72 15 + 00 20 + 00 P T 22 +86 . 01 25+00 PO T 28 + 83 .97 PC 10 +00 . 00 10+00 PT 13+13.18 15 + 00 20 + 00 PC 23+33.64 25 + 00 P T 25+ 43.35 P O T 10+00 . 00 10+00 15+00 20+00 PC 21 +43.16 25 + 00 PT 27+14.68 PC 28+17.10 30 + 00 P T 32+ 5 8 . 73 P C 10+00 . 00 10+00 PT 13+80.72 15 + 00 PC 17+06.39 2 0 + 00 P T 20 + 87 . 12 25+00 30+00 P O T 33 +2 2 .53 PC 115+84.65 PT 118+65. 11 P O T 100 + 0 0 . 00 100+00 P C 1 01 + 3 8 . 2 9 105+00 PT 107+02.71 110+00 115+00 120+00 125+00 POT 125+99.95 PC 17+98.49 P O T 773+98 .68 780+00 775+00 785+00 790+00 PI 791+ 7 0. 50 P I 793+ 99 .68 [ IH 10 EXIST ROW EXIST ROW 150' USUAL 150' USUAL 300' ROW GROUND EXIST STA 735+00 TO 760+00 LANES WESTBOUND LANES EASTBOUND 2' LANE LANE LANE SHLDR 12' SHLDR LANE LANE LANE SHLDR 12' 12' 10' 10' 12' 12' 12' 2 . 0 % 2 . 0 % 0'-14' 8'-10' RAMP 8'-10' SHLDR 0'-14' RAMP 2 . 5 % GROUND EXIST 2 . 5 % 13" CRCP 10' LANE LANE SHLD SHLD 10' LANE LANE SHLD SHLD EXIST ROW EXIST ROW 6' 6' 12' 12' 12' 12' [ WB MAINLANES EXISTING [ EB MAINLANES EXISTING • " : 1 ' ‚ " : 1 ' † " : 1 ' • " : 1 ' ‚ " : 1 ' † " : 1 ' † " : 1 ' ‚ " : 1 ' • " : 1 ' EXIST 1.75" SMA EXIST 7" HMA EXIST CEM. STAB. BASE EXIST 1.25" SMA EXIST 6.25" HMA EXIST 8" CONCRETE STA 735+00 TO 760+00 EXIST 7.00" HMA EXIST 1.50" SMA GRADE BREAK GRADE BREAK PROP TYPICAL SECTION A EXIST TYPICAL SECTION A 300' ROW 150' 150' EXIST 1.25" SMA EXIST 6.25" HMA EXIST 8" CONCRETE EXIST 1.75" SMA EXIST 7" HMA EXIST CEM. STAB. BASE [ IH 10 BOND BREAKER, AE-P STABILIZED BASE 6" CEMENT (EXIST MATERIAL) 8" LIME TREATED SSTR 2' LANE LANE LANE SHLDR 12' SHLDR LANE LANE LANE SHLDR 12' 12' 10' 10' 12' 12' 12' 2 . 0 % 2 . 0 % SHLDR 10' 10' LANES EASTBOUND LANES WESTBOUND [ IH 10 @ I-10 DITCH 505 PROP BRIDGE TYPICAL SECTION [ IH 10 1' RAIL LANE LANE SHLD SHLD 1' RAIL 2 . 0 % 6' 10' 12' 12' LANE SHLD 6' 10' 12' 12' 1' RAIL LANE SHLD 1' RAIL 2 . 0 % 32' @ I-10 DITCH 505 EXIST BRIDGE TYPICAL SECTION [ FM 365 EXISTING 1' RAIL 2 . 0 % 2 . 0 % LANE 12' SHLD 3' SHLD 3' LANE 12' 1' RAIL TYPICAL SECTION GROUND EXIST GROUND EXIST 2 . 0 % EXIST ROW 2 . 0 % EXIST ROW ROW VARIES [ FM 365 PROPOSED LANE 12' LANE 12' LANE 12' LANE 12' SHLD 10' SHLD 10' 3 : 1 M AX U S U A L 6 : 1 U S UA L 6 : 1 4' MED 10" CRCP BOND BREAKER, AE-P 6" CEM. STAB. BASE (EXIST MATERIAL) 8" LIME TREATED SUBGRADE U S UA L 6 : 1 3 : 1 M AX EXISTING AND PROPOSED FM 365 INSIDE INTERSECTION TYPICAL SECTION LANE 2 . 0 % EXIST ROW LANE 2 . 0 % EXIST ROW ROW VARIES 2" ACP OVERLAY 10" COMPACTED FLEX BASE 10" SELECT MATERIAL 12' 12' [ HAMSHIRE RD PROPOSED SHDR 0'-12' LANE SHDR 0'-12' 4' MED FM 365 OUTSIDE INTERSECTION PROPOSED LANE 0'-12' 0'-12' TYPICAL SECTION FM 365 EXISTING 2' LANE LANE LANE SHLDR 12' SHLDR LANE LANE LANE SHLDR 12' 12' 10' 10' 12' 12' 12' 2 . 0 % 2 . 0 % SHLDR 10' 10' LANES EASTBOUND LANES WESTBOUND [ IH 10 @ I-10 NORTH FORK TAYLOR BAYOU PROP BRIDGE TYPICAL SECTION [ IH 10 1' RAIL LANE LANE SHLD SHLD 1' RAIL 2 . 0 % 6' 10' 12' 12' LANE SHLD 6' 10' 12' 12' 1' RAIL LANE SHLD 1' RAIL 2 . 0 % 32' @ I-10 NORTH FORK TAYLOR BAYOU EXIST BRIDGE TYPICAL SECTION [ IH 10 EXIST ROW EXIST ROW 150' USUAL 150' USUAL 300' ROW LANE LANE SHLD SHLD 1' 1' 10' 10' 2 . 0 % 2 . 0 % [ FR 2' LANE LANE LANE SHLDR LANES WESTBOUND 12' SHLDR LANE LANE LANE SHLDR 12' 12' 10' 10' 12' 12' 12' LANES EASTBOUND 0'-14' 8'-10' RAMP 8'-10' SHLDR 0'-14' RAMP STA 794+00 TO 882+00 2 . 5 % 2 . 0 % 2 . 0 % 2 . 5 % GROUND EXIST 13" CRCP 10' LANE LANE SHLD SHLD LANE LANE SHLD SHLD 10' LANE LANE SHLD SHLD EXIST ROW EXIST ROW 6' 6' 2' 2' 12' 12' 12' 12' 10' 10' 42'-118' [ WB MAINLANES EXISTING [ EB MAINLANES EXISTING [ FRONTAGE ROAD EXISTING * • " : 1 ' ‚ " : 1 ' † " : 1 ' • " : 1 ' ‚ " : 1 ' † " : 1 ' † " : 1 ' ‚ " : 1 ' • " : 1 ' ‚ " : 1 ' STA 794+00 TO 882+00 EXIST 1.50" SMA EXIST 7.00" HMA GRADE BREAK GRADE BREAK EXIST 2" SEAL COAT EXIST HMA PROP TYPICAL SECTION B EXIST TYPICAL SECTION B 300' ROW 150' 150' GROUND PROP EXIST 1.75" SMA EXIST 7" HMA EXIST CEM. STAB. BASE EXIST 1.25" SMA EXIST 6.25" HMA EXIST 8" CONCRETE EXIST 1.25" SMA EXIST 6.25" HMA EXIST 8" CONCRETE EXIST 1.75" SMA EXIST 7" HMA EXIST CEM. STAB. BASE [ IH 10 BOND BREAKER, AE-P STABILIZED BASE 6" CEMENT (EXIST MATERIAL) 8" LIME TREATED SSTR [ IH 10 EXIST ROW EXIST ROW LANE LANE 1' 10' 10' 150' USUAL 150' USUAL 300' ROW GROUND EXIST [ FR [ FR STA 882+00 TO 895+00 [ IH 10 2' SHLDR LANE LANE LANE SHLDR LANES WESTBOUND 10' 12' 10' SHLDR LANE LANE LANE SHLDR 12' 12' 10' 10' 12' 12' 12' LANES EASTBOUND GROUND EXIST 13" CRCP 2 . 5 % 2 . 0 % 2 . 5 % 2 . 0 % 10' LANE LANE SHLD SHLD LANE LANE SHLD SHLD 10' LANE LANE SHLD SHLD EXIST ROW EXIST ROW 6' 6' 2' 2' 12' 12' 12' 12' 10' 10' 42'-118' LANE LANE SHLD SHLD 2' 2' 10' 10' 43'-120' [ WB MAINLANES EXISTING [ EB MAINLANES EXISTING [ FRONTAGE ROAD EXISTING [ FRONTAGE ROAD EXISTING • " : 1 ' ‚ " : 1 ' † " : 1 ' • " : 1 ' ‚ " : 1 ' † " : 1 ' † " : 1 ' ‚ " : 1 ' • " : 1 ' ‚ " : 1 ' ‚ " : 1 ' EXIST 6.50" HMA EXIST 8" CONCRETE EXIST 8.50" HMA EXIST FLEX BASE EXIST 6" CEM. STAB. BASE EXIST 6.50" HMA EXIST 8" CONCRETE EXIST 8.50" HMA EXIST FLEX BASE EXIST 6" CEM. STAB. BASE STA 882+00 TO 895+00 EXIST FLEX BASE EXIST 1.00" SMA EXIST 8.50" HMA EXIST 1" SMA EXIST 2" SMA EXIST 1" SMA EXIST 2" SMA GRADE BREAK GRADE BREAK EXIST 1.54" SEAL COAT EXIST C14 HMA PROP TYPICAL SECTION E EXIST TYPICAL SECTION E 300' ROW 150' 150' [ IH 10 BOND BREAKER, AE-P STABILIZED BASE 6" CEMENT (EXIST MATERIAL) 8" LIME TREATED SSTR EXIST 1.54" SEAL COAT EXIST C14 HMA ‚ " : 1 ' EXIST C14 HMA EXIST 1.54" SEAL COAT SHLD 2' SHLD 2' LANE LANE SHLD SHLD 2' 2' 10' 10' ‚ " : 1 ' EXIST 1.54" SEAL COAT EXIST C14 HMA EXIST GROUND [ IH 10 PROP FM 365 PGL ELEV 16.38 STA 122+20.00 END FM 365 PROFILE STA = 104+80.00 EL = 16.36' ( + ) 0 . 2777 % ( -) 1 . 00 3 0 % L = 200.00' K = 156 ex = -0.32' STA = 107+80.00 EL = 13.35' ( + ) 0 . 5093 % L = 380.00' K = 251 ex = 0.72' STA = 113+00.00 EL = 16.00' ( + ) 0 . 5093 % (- ) 0 . 5000 % L = 270.00' K = 268 ex = -0.34' STA = 117+00.00 EL = 14.00' (- ) 0 . 5000 % ( + ) 0 . 9 256 % L = 260.00' K = 182 ex = 0.46' STA = 120+80.00 EL = 17.52' ( - ) 0 . 8093 % L = 270.00' K = 156 ex = -0.59' EL. = 15.31 ' VPC 111+65.00 EL. = 15.36 ' VPT 105+80.00 EL. = 15.33 ' VPT 114+35.00 EL. = 16.08 ' VPC 103+80.00 EL. = 15.26 ' VPC 105+90.00 EL. = 14.32 ' VPT 109+70.00 EL. = 14.65 ' VPC 115+70.00 EL. = 15.20 ' VPT 118+30.00 EL. = 16.27 ' VPC 119+45.00 EL. = 16.42 ' VPT 122+15.00 ELEV 16.00 STA 103+50.00 BEGIN FM 365 PROFILE 15.89 15.85 16.66 18.61 21.53 25.20 28.69 31.58 33.53 34.98 12.82 15.59 11.18 35.11 33.73 31.90 28.91 25.37 21.81 18.94 16.80 15.76 15.88 100+00 105+00 110+00 115+00 120+00 16.05 16.24 16.17 15.91 15.87 16.13 15.96 15.16 14.39 14.03 14.06 14.47 14.98 15.47 15.66 15.48 15.00 14.52 14.46 14.95 15.85 16.68 16.93 16.54 16.13 15.96 15.16 14.39 14.03 14.06 14.47 14.98 15.47 15.66 15.48 15.00 14.52 14.46 14.95 15.85 16.68 16.93 16.54 10' LANE LANE SHLD SHLD 10' LANE LANE SHLD SHLD EXIST ROW EXIST ROW 6' 6' 12' 12' 12' 12' [ WB MAINLANES EXISTING [ EB MAINLANES EXISTING • " : 1 ' ‚ " : 1 ' † " : 1 ' • " : 1 ' ‚ " : 1 ' † " : 1 ' † " : 1 ' ‚ " : 1 ' • " : 1 ' EXIST 1.75" SMA EXIST 7" HMA EXIST CEM. STAB. BASE EXIST 1.25" SMA EXIST 6.25" HMA EXIST 8" CONCRETE EXIST 7.00" HMA EXIST 1.50" SMA 300' ROW 150' 150' EXIST 1.25" SMA EXIST 6.25" HMA EXIST 8" CONCRETE EXIST 1.75" SMA EXIST 7" HMA EXIST CEM. STAB. BASE [ IH 10 2' LANE LANE LANE SHLDR 12' SHLDR LANE LANE LANE SHLDR 12' 12' 10' 10' 12' 12' 12' 2 . 0 % 2 . 0 % SHLDR 10' 10' LANES EASTBOUND LANES WESTBOUND [ IH 10 @ I-10 FM 365 PROP BRIDGE TYPICAL SECTION @ I-10 FM 365 EXIST TYPICAL SECTION 15.72 15.42 14.91 14.50 14.53 14.73 15.03 15.53 16.03 16.48 16.11 15.02 775+00 780+00 785+00 790+00 795+00 15.19 14.20 13.77 14.30 15.02 15.74 16.17 16.00 36.10 12.73 13.64 15.94 15.80 16.10 16.17 15.96 15.71 15.69 15.06 14.60 14.55 14.63 14.93 15.01 14.88 14.69 14.54 14.57 14.41 14.15 13.86 STA = 782+93.05 EL = 15.46' (-) 0 . 2819 % ( -) 0 . 51 49 % STA = 785+08.53 EL = 14.35' L = 150.00' K = 210 ex = 0.13' STA = 787+64.26 EL = 14.85' ( + ) 0 . 19 7 9 % ( + ) 0 . 5000 % STA = 791+45.12 EL = 16.76' L = 150.00' K = 92 ex = -0.31' STA = 793+39.54 EL = 14.55' ( -) 1 . 1355 % (-) 0 . 2401 % 14.41 15.21 STA = 775+77.87 EL = 13.42' ( -) 1 . 0000 % ( + ) 0 . 7 2 14 % L = 166.00' K = 96 ex = 0.36' STA = 779+82.39 EL = 16.33' L = 150.00' K = 149 ex = -0.19' EL. = 15.79 ' VPC 779+07.39 EL. = 16.12 ' VPT 780+57.39 EL. = 14.25 ' VPC 774+94.87 EL. = 14.01 ' VPT 776+60.87 EL. = 14.73 ' VPC 784+33.53 EL. = 14.50 ' VPT 785+83.53 EL. = 16.38 ' VPC 790+70.12 EL. = 15.91 ' VPT 792+20.12 50 40 30 20 10 0 C S J : 07 39 - 02 - 161 M A T C H L I N E S T A 9 2 5 + 00 50 40 30 20 10 0 EXIST ROW EXIST ROW EXIST ROW EXIST ROW EXIST ROW EXIST ROW C S J : 073 9 - 0 2 - 1 61 M A T C H L I N E S T A 9 2 5 + 00 BOX CULVERT 2-7'X3' CONC BOX CULVERT 5'X3' CONC BOX CULVERT 2-7'X3' CONC CHURCH RD GI LBERT RD OPAL ST DOGWOOD DR PALERMO LN NORTH FORK TAYLOR BAYOU BILL GAULDING RD [ FM 365 EXIST PROP PROP EXIST 36' 36' 10' 36' 10' 36 ' 10 ' 36' 10' 36' 10' 36' 10' 36' 10' 10' [ IH10 PROP IH10 PGL FM 365 FM 365 E X I S T R O W EXI ST ROW EXIST ROW EXIST ROW EXIST ROW EXIST ROW B B A A STA 735+00.00 CSJ 0739-02-161 BEGIN PROJECT | EBER-365 | WBXR-365 | FRTG1 | EBXR-365 | WBER-365 12' 12' 10' 10' 10' 10' 10' 10' BOX CULVERT 4'X3' CONC R=5270' R=5270' R=6820' THE U.S. WATER OF THE U.S. WATER OF THE U.S. WATER OF WETLANDS R=5270' R=6820' R=5270' R=7870' EXIST FRONTAGE ROAD BOX CULVERT 4'X3'X32' CURVE FM365-1 CURVE FM365-2 PI STATION = 104+21.39 DELTA TANGENT = 283.10 LENGTH = 564.42 RADIUS = 2,910.00 PC STATION = 101+38.29 PT STATION = 107+02.71 PI STATION = 117+24.91 DELTA TANGENT = 140.26 LENGTH = 280.46 RADIUS = 5,729.57 PC STATION = 115+84.65 PT STATION = 118+65.11 ELEV 20.31 STA 745+00.00 CSJ 0739-02-161 BEGIN PROJECT CURVE FM365-1 CURVE FM365-2 EXIST GROUND STA 742+88 BEGIN BRIDGE STA 743+68 END BRIDGE STA 877+70 BEGIN BRIDGE STA 883+30 END BRIDGE PROPOSED CONDITIONS NORTH FORK TAYLOR BAYOU 1000 - 2036 AVERAGE DAILY TRAFFIC 1000 - 2026 AVERAGE DAILY TRAFFIC 1000 - 2016 AVERAGE DAILY TRAFFIC 1100 1250 1450 22800 27100 31400 30800 26600 22400 1800 2150 2500 1225 1450 1700 425 500 600 1175 1400 1600 525 650 725 750 900 1025 950 1150 1300 1275 1500 1775 200 250 300 1150 1400 1600 30800 26600 22400 22800 27100 31400 650 750 875 650 750 875 1700 2000 2350 275 300 350 400 450 500 950 800 700 1550 1850 2125 200 250 300 325 400 450 LEGEND 1000 - 2036 AVERAGE DAILY TRAFFIC 1000 - 2026 AVERAGE DAILY TRAFFIC 1000 - 2016 AVERAGE DAILY TRAFFIC 200 250 300 23250 27600 31975 32100 27750 23350 200 250 300 100 125 150 200 250 300 100 125 150 32100 27750 23350 23250 27600 31975 100 125 150 LEGEND 300 250 200 150 125 100 650 750 875 275 300 350 PROPOSED CONDITIONS FM 365 10 20 30 30 20 10 STA 103+50 CONSTRUCTION BEGIN FM 365 STA 122+20 CONSTRUCTION END FM 365 E E STA 773+17.16 BEGIN BRIDGE STA 777+01.16 END BRIDGE R=5270' 20 10 FM 365 PROFILE FRTG1 PROFILE 740+00 735+00 TAYLOR BAYOU NORTH FORK PROP RET WL PROP RET WL PROP RET WL PROP RET WL STA 779+43.16 BEGIN C.O.A. STA 791+93.05 END C.O.A. I-10 I-10

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(512) 416-2055; ALL RIGHTS RESERVED.

C 2016 BY TEXAS DEPARTMENT OF TRANSPORTATION,

R

C

VICINITY MAP

FEDERAL AID PROJECT NO.

N.T.S.

0739 02

THIS PRINT IS FURNISHED FOR INFORMATION ONLY.

THE PLAN INFORMATION OR OTHER DATA SHOWN HEREON IS

SUBJECT TO CHANGE AND MUST NOT BE CONSTRUED AS FINAL.

TEXAS

DESCRIPTION

Texas Department of Transportation

FED. RD.

DIV. NO.STATE

STATE

DISTRICTCOUNTY

CONTROL

NO.

SEC.

NO.

JOB

NO.

HWY

NO.

c:\p

w_online\stantec\d

ms96780\I10-

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11/16/2016

7:45:20

AM

c:\p

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ms96780\I10-

PH

AS

E2-

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LL1.dgn

11/16/2016

7:45:20

AM

DATE

TEXAS REGISTRATION NUMBER

SCHEMATIC PREPARED BY:

IH 10

PROJECT LENGTH:

PROJECT LIMITS:

R

C

VICINITY MAP

FEDERAL AID PROJECT NO.

N.T.S.

DESCRIPTION

Texas Department of Transportation

FED. RD.

DIV. NO.STATE

STATE

DISTRICTCOUNTY

CONTROL

NO.

SEC.

NO.

JOB

NO.

HWY

NO.

INDEX OF ROLLS:

99788

PERMIT PURPOSES

BIDDING OR

CONSTRUCTION,

NOT INTENDED FOR

(512) 416-2055; ALL RIGHTS RESERVED.

C 2016 BY TEXAS DEPARTMENT OF TRANSPORTATION,

DATE

TEXAS REGISTRATION NUMBER

SCHEMATIC PREPARED BY:

99788

PERMIT PURPOSES

BIDDING OR

CONSTRUCTION,

NOT INTENDED FOR

11/16/2016

DATE DATE

11/16/2016

11/16/2016 11/16/2016

BEAUMONT TEXAS BEAUMONT 0739 02 IH 10

0

HORIZ SCALE IN FEET

0

VERT SCALE IN FEET

2 4 8

100 200 400300

6

500

10

0

HORIZ SCALE IN FEET

0

VERT SCALE IN FEET

2 4 8

100 200 400300

6

500

10

2016 2016

DISTRICT ENGINEER

TUCKER FERGUSON, JR., P.E.

CONSTRUCT 6-LANE DIVIDED HIGHWAY

PRELIMINARY - SUBMITTAL

THIS PRINT IS FURNISHED FOR INFORMATION ONLY.

THE PLAN INFORMATION OR OTHER DATA SHOWN HEREON IS

SUBJECT TO CHANGE AND MUST NOT BE CONSTRUED AS FINAL.

PRELIMINARY - SUBMITTAL

DESIGN SCHEMATIC

BEAUMONT DISTRICT

DISTRICT ENGINEER

TUCKER FERGUSON, JR., P.E.

CONSTRUCT 6-LANE DIVIDED HIGHWAY

Engineered by Stantec Consulting Services, Inc

Texas Registered Engineering Firm # 6324

Engineered by Stantec Consulting Services, Inc

Texas Registered Engineering Firm # 6324

INTERSTATE HIGHWAY 10

PROPOSED SCHEMATIC LAYOUT

INTERSTATE HIGHWAY 10

PROPOSED SCHEMATIC LAYOUT

DESIGN SCHEMATIC

BEAUMONT DISTRICT

ANUROOPA KANCHERLAANUROOPA KANCHERLA

124

10

365

365

365

1406

1406

1663

1663

124

73

124

124

124

10

10

73

10

124

1663

1663

1406

10

124

73

10

1406

365

365

10

124

73

365

10

124

124

PIPELINE

PIPELINE

PIPELINE

PIPELINE

PIPELINE

PIPELINE

PIPELINE

PIPELINE

PIPELINE

PIPELINE

VALERO

VALERO

ELLIOT

ELLIOT

KINDER MORGAN

KINDER MORGAN

BUCKEYE

BUCKEYE

COLONIAL

COLONIAL

PIPELINE

PIPELINE

PIPELINE

PIPELINE

PIPELINE

PIPELINE

PIPELINE

PIPELINE

PIPELINE

PIPELINE

EXPLORER

EXPLORER

CHEVRON

CHEVRON

CENTANA INTRASTATE

CENTANA INTRASTATE

ENTERPRISE

ENTERPRISE

EXXON

EXXON

PIPELINE

PIPELINE

PIPELINE

PIPELINE

PIPELINE

PIPELINE

PIPELINE

PIPELINE

PIPELINE

PIPELINE

PIPELINE

PIPELINE

UCAR

UCAR

WILLIAM MIDSTREAM

WILLIAM MIDSTREAM

WESTERN OIL

WESTERN OIL

SUN OIL CO

SUN OIL CO

WINNIE

WINNIE

UNKNOWN

UNKNOWN

GAS

ELECTRIC

GAS

FIBER OPTIC

OVERHEAD ELECTRIC ONCOR

ELECTRIC

ELECTRIC

TXDOT

TXDOT

TELEPHONE

TELEPHONE

TELEPHONE

TELEPHONE ATT

ATT

OVERHEAD CTV TIME WARNER

CTV

CTV

FIBER OPTIC

FIBER OPTIC

FIBER OPTIC

WATER

WATER

WASTE WATER

WASTE WATER

WASTE WATER

ELECTRIC

FIBER LIGHT

FIBER LIGHT

TIME WARNER

TIME WARNER

CITY OF BEAUMONT

CITY OF BEAUMONT

CITY OF BEAUMONT

CITY OF BEAUMONT

CITY OF BEAUMONT

ENTERGY

ENTERGY

WINDSTREAM

WINDSTREAM

WINDSTREAM

WINDSTREAM

CENTERPOINT

CENTERPOINT

UTILITY LEGEND

WASTE WATER MANHOLE

CLEAN OUT

HYDRANT

POWER POLE

TELEPHONE MANHOLE

TELEPHONE VAULT

WATER VALVE

WATER METER

TELEPHONE PEDESTAL

LIGHT POLE

FIBER OPTIC VAULT

FIBER OPTIC MANHOLE

GAS METER

WATER MANHOLE

WATER VAULT

TELEPHONE HAND HOLE

T

GV GAS VENT

TRAFFIC SIGNAL POWER BOX

T

OUT OF SCOPE

END OF LINE

E

TRANSMISSION TOWERTT

FIBER OPTIC HANDHOLE

GAS TRANSFORMER

WASTE WATER VAULTV

WV

HH

GM

CO

F

E

WM

WW

FH

QUALITY LEVEL LEGEND

TYPICAL FOR ALL UTILITIES

QUALITY LEVEL "B"

OVERHEAD CTV/TELE

OVERHEAD ELEC/CTV

ELEC TRANSFORMER BOX

ELEC POWER BOX

ELEC MANHOLE

WINDSTREAM

TIME WARNER/

TIME WARNER

ONCOR/

STA 735+00.00

CSJ 0739-02-161

BEGIN PROJECT

STA 735+00.00

CSJ 0739-02-161

BEGIN PROJECT

STA 1092+00.00

CSJ 0739-02-161

END PROJECT

161 161

6.75 MILES

DESCRIPTIONROLL

FUNCTIONAL CLASSIFICATION & DESIGN SPEEDS:

PROP TYPICAL SECTION

[ IH 10

GROUND

EXIST

[ IH 10

2'

SHLDRLANELANELANESHLDR

LANES

WESTBOUND

10'12'10'

SHLDRLANELANELANESHLDR

12' 12' 10' 10' 12' 12' 12'

LANES

EASTBOUND

GROUND

EXIST

13" CRCPSTABILIZED BASE

6" CEMENT

(EXIST MATERIAL)

8" LIME TREATED

2.5% 2.0% 2.5%2.0%

EXI

ST

RO

W

150' USUAL

300' ROW

LANE

1'

2.0%2.0%

10'

LANE SHLD

1'10'

SHLD

VARIES

150' USUAL

LANE

10'

LANE

10'

2.0% 2.0%

1'

SHLD

VARIES

SHLD

1'

EXI

ST

RO

W

[ FRONTAGE ROAD

EXISTING

[ FRONTAGE ROAD

EXISTING

IH 10: STA 1095+00 TO STA 1174+30

IH 10: STA 925+00 TO STA 1095+00

IH 10: STA 735+00 TO STA 925+00

3

2

1

PROJECT LENGTH:

PROJECT LIMITS:

INDEX OF ROLLS:

6.75 MILES

DESCRIPTIONROLL

FUNCTIONAL CLASSIFICATION & DESIGN SPEEDS:

IH 10: STA 1095+00 TO STA 1174+30

IH 10: STA 925+00 TO STA 1095+00

IH 10: STA 735+00 TO STA 925+00

3

2

1

FRONTAGE ROADS

BRUSH ISLAND ROAD

FM 365

HAMSHIRE ROAD

IH10 RAMPS

IH10

ROADWAY

COLLECTOR

LOCAL

COLLECTOR

LOCAL

RAMP

FREEWAY

FUNCTIONAL CLASSIFICATION

50 MPH

50 MPH

60 MPH

50 MPH

55 MPH

75 MPH

DESIGN SPEED

FRONTAGE ROADS

BRUSH ISLAND ROAD

FM 365

HAMSHIRE ROAD

IH10 RAMPS

IH10

ROADWAY

COLLECTOR

LOCAL

COLLECTOR

LOCAL

RAMP

FREEWAY

FUNCTIONAL CLASSIFICATION

50 MPH

50 MPH

60 MPH

50 MPH

55 MPH

75 MPH

DESIGN SPEED

[ IH 10

10'

LANELANESHLD SHLDLANELANE SHLDSHLD

10'

LANE LANE SHLDSHLD

EXI

ST

RO

W

EXI

ST

RO

W

6'6'2'2' 12'12'12'12'10'10'

EXIST TYPICAL SECTION

VARIES ROW

VARIES VARIES

42'-118'

LANE LANESHLD SHLD

2' 2'10' 10'

43'-120'[ WB MAINLANES

EXISTING

[ EB MAINLANES

EXISTING[ FRONTAGE ROAD

EXISTING*

[ FRONTAGE ROAD

EXISTING*

•":1'‚":1'†":1' •":1'‚":1'†":1' †":1'‚":1'•":1'‚":1' ‚":1'

EXIST 6.50" HMA

EXIST 8" CONCRETE

EXIST 8.50" HMA

EXIST FLEX BASE

EXIST 6" CEM. STAB. BASE

EXIST 6.50" HMA

EXIST 8" CONCRETE

EXIST 8.50" HMA

EXIST FLEX BASE

EXIST 6" CEM. STAB. BASE

EXIST FLEX BASE

EXIST 1.00" SMA

EXIST 8.50" HMA

EXIST 1" SMA

EXIST 2" SMA

EXIST 1" SMA

EXIST 2" SMA

EXIST 1.54" SEAL COAT

EXIST C14 HMA

ETC

JEFF,

ETC

JEFF,

QUALITY LEVEL "C"

QUALITY LEVEL "D"

records and/or oral recollections.

Quality Level "D": Information derived from existing

quality level D information.

professional judgment in correlating this information to

plotting visible above-ground utility features and by using

Quality Level "C": Information obtained by surveying and

subsurface utilities (aka Designating).

determine the existence and approximate horizontal position of

application of appropriate surface geophysical methods to

Quality Level "B": Information obtained through the

APPROXIMATE LENGTH: 6.75 MILES

TO: FM 365

FROM: HAMSHIRE ROAD

PROJECT LIMITS

APPROXIMATE LENGTH: 6.75 MILES

TO: FM 365

FROM: HAMSHIRE ROAD

PROJECT LIMITS

BONDBREAKER, AE-P

TO: EAST OF FM 365

FROM: HAMSHIRE ROAD

TO: EAST OF FM 365

FROM: HAMSHIRE ROAD

PLAN LEGEND

RETAINING WALL

CULVERT

REMOVAL CONCRETE

PROPOSED OVERLAY

PROPOSED FUTURE ROAD

PROPOSED LOCAL ROAD

PROPOSED BRIDGE

PROPOSED CROSS STREET

PROPOSED FRONTAGE ROAD

PROPOSED RAMP

PROPOSED IH10

PROPOSED OUTSIDE SHOULDER

PROPOSED INSIDE SHOULDER

CENTERLINE

C.O.A.

EXIST R.O.W. FEMA ZONE A

STA 1092+00.00

CSJ 0739-02-161

END PROJECT

20-124-0739-02-024 (EB)

EXISTING NBI:20-124-0739-02-023 (WB)

PROPOSED BRIDGE

[ FM 365PROP IH10 PGL

EXIST GROUND

[ DITCH 505

VE

RTI

CA

L

CL

EA

RA

NC

E

16'-6"

MI

N.

[ NORTH FORK TAYLOR BAYOU

4' X 3' CONC BOX CULVERT

2 - 7' X 3' CONC BOX CULVERTS

2 - 7' X 3' CONC BOX CULVERTS

WSE100 = XX.XX

WSE25 = XX.XX

WSE25 = XX.XX

WSE100 = XX.XX

PROPOSED BRIDGE

ST

A 742

+88

BE

GI

N

BRI

DG

E

ST

A 743

+68

EN

D

BRI

DG

E

ST

A 883

+30

EN

D

BRI

DG

E

ST

A 877

+70

BE

GI

N

BRI

DG

E

CONC BOX CULVERT

5' X 3'

PROPOSED BRIDGE

20.31

STA = 762+70.54

EL = 20.05'

(+)0.0500 %

(+)2.8000

%

L = 580.00'

K = 211

ex = 1.99'

STA = 775+09.16

EL = 54.73'

(+)2.8000

%

(-)2.8000

%

L = 1,760.00'

K = 314

ex = -12.32'

STA = 788+02.21

EL = 18.52'

(-)2.8000

%

(-)0.0619 %

L = 570.00'

K = 208

ex = 1.95'

STA = 807+00.00

EL = 17.35'

(-)0.0619 % (+)0.1169 %

STA = 819+40.00

EL = 18.80'

(+)0.1169 % (-)0.0500 %

STA = 831+80.00

EL = 18.18'

(-)0.0500 % (+)0.0494 %

STA = 858+50.00

EL = 19.50'

(+)0.0494 %

STA = 900+00.00

EL = 21.48'

(-)0.0123 %

STA = 918+00.00

EL = 21.26'

(-)0.0123 % (+)0.0037 %

VP

C 759

+80.54

EL.

= 19.90 '

VP

T 765

+60.54

EL.

= 28.17 '

VP

C 766

+29.16

EL.

= 30.09 '

VP

T 783

+89.16

EL.

= 30.09 '

VP

C 785

+17.21

EL.

= 26.50 '

VP

T 790

+87.21

EL.

= 18.35 '

ST

A 773

+17.16

BE

GI

N

BRI

DG

E

ST

A 777

+01.16

EN

D

BRI

DG

E

[ FM 365

VE

RTI

CA

L

CL

EA

RA

NC

E

16'-6"

MI

N.

(-)0.0500 %

STA = 863+50.00

EL = 19.25'

STA = 867+66.05

EL = 19.87'

(+)0.1500 %

(+)2.5800

%

L = 510.00'

K = 210

ex = 1.55'

STA = 880+50.00

EL = 53.00'

(+)2.5800

%

(-)2.5800

%

L = 1,610.00'

K = 312

ex = -10.38'

STA = 892+26.68

EL = 22.64'

(-)2.5800

%

(-)0.1500 %

L = 510.00'

K = 210

ex = 1.55'

VP

C 865

+11.05

EL.

= 19.49 '

VP

T 870

+21.05

EL.

= 26.45 '

VP

C 872

+45.00

EL.

= 32.23 '

VP

T 888

+55.00

EL.

= 32.23 '

VP

C 889

+71.68

EL.

= 29.22 '

VP

T 894

+81.68

EL.

= 22.26 '

4:1

95'

PROPOSED BRIDGE

745+00 750+00 755+00 760+00 765+00 770+00 775+00 780+00 785+00 790+00 795+00 800+00 805+00 810+00 815+00 820+00 825+00 830+00 835+00 840+00 845+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

20.31

20.25

20.19

20.13

20.07

20.01

19.95

19.89

19.83

19.77

19.71

19.65

19.59

19.53

19.47

19.41

19.46

19.51

19.56

19.61

19.66

19.71

19.76

19.81

19.86

19.92

20.30

21.15

22.48

24.28

26.56

29.27

31.99

34.41

36.51

38.28

39.75

40.89

41.71

42.22

42.41

42.28

41.83

41.06

39.98

38.58

36.86

34.82

32.46

29.79

26.99

24.35

22.19

20.51

19.31

18.58

18.34

18.28

18.22

18.15

18.09

18.03

17.97

17.91

17.84

17.78

17.72

17.66

17.60

17.54

17.47

17.41

17.35

17.47

17.58

17.70

17.82

17.93

18.05

18.17

18.29

18.40

18.52

18.64

18.75

18.77

18.72

18.67

18.62

18.57

18.52

18.47

18.42

18.37

18.32

18.27

18.22

18.19

18.24

18.29

18.34

18.39

18.44

18.49

18.54

18.59

18.63

18.68

18.73

18.78

18.83

18.88

18.93

18.98

19.03

19.08

19.13

19.18

19.23

19.28

19.33

19.38

19.43

19.48

21.47

21.46

21.44

21.43

21.42

21.41

21.40

21.38

21.37

21.36

21.35

21.33

21.32

21.31

21.30

21.28

21.27

21.26

21.26

21.27

21.27

21.28

21.28

21.28

21.29

19.48

19.43

19.38

19.32

19.27

19.32

19.47

19.81

20.63

21.91

23.68

25.92

28.49

31.07

33.60

35.84

37.77

39.37

40.65

41.61

42.25

42.58

42.58

42.25

41.61

40.65

39.37

37.77

35.85

33.60

31.07

28.51

26.30

24.57

23.32

22.54

22.23

22.08

21.93

21.78

21.63

21.48

16.66

16.65

16.70

16.62

16.51

16.36

16.15

15.76

12.19

15.83

16.22

16.36

16.43

16.32

16.25

16.25

16.01

15.88

15.73

15.65

15.63

15.62

15.61

15.38

15.06

16.76

13.96

15.39

15.55

15.46

15.26

15.20

15.16

15.15

15.24

15.27

15.18

15.24

15.30

15.33

16.51

14.98

15.07

15.07

15.06

14.92

14.83

14.91

14.90

14.91

15.04

15.01

15.15

15.55

15.57

15.63

15.70

15.73

15.75

15.80

15.82

15.44

15.17

14.97

15.05

14.99

14.70

14.43

14.22

14.27

13.60

13.52

13.52

13.46

13.85

14.06

14.45

14.74

14.80

14.82

14.80

14.91

14.95

14.84

14.87

15.05

15.03

14.99

15.36

15.06

12.88

13.69

14.16

14.63

15.00

14.79

14.36

14.66

14.92

14.96

14.89

14.90

15.12

15.58

15.83

15.59

15.91

16.06

16.23

16.18

16.24

16.51

16.41

16.51

16.69

16.67

16.89

16.88

17.02

17.17

16.99

17.25

17.35

17.03

16.71

16.76

16.99

16.98

17.00

16.59

16.51

16.76

16.49

17.70

16.71

17.61

18.86

20.10

22.57

25.36

27.60

29.62

31.87

33.49

19.57

5.13

4.00

15.37

33.91

32.00

30.62

28.33

25.73

23.05

20.97

19.33

18.21

17.78

16.07

17.41

17.73

17.64

18.30

18.56

18.56

18.79

16.18

18.70

18.29

18.31

18.48

18.60

18.59

18.67

18.58

18.73

18.78

18.81

18.86

18.82

18.90

17.50

18.58

17.81

17.91

18.47

18.65

18.63

18.67

18.55

18.57

740+00730+00

OBSC

URED

OBSC

URED

OBSC

URED

OBSC

URED

OBSC

URED

OBSC

URED

OBSC

URED

OBSC

URED

OBSC

URED

OBSC

URED

OBSC

URED

OBSC

URED

OBSC

URED

OBSC

URED

OBSC

URED VEG

ETATIO

N

OBSC

URED

OBSC

URED

OBSC

URED

OBSC

URED

OBSC

URED

OBSC

URED

OBSC

URED

OBSC

URED

OBSC

URED

OBSC

URED

OBSC

URED

OBSC

URED

OBSC

UREDOB

SCUR

ED

OBSC

URED

OBSC

URED

OBSC

URED

OBSC

URED

OBSC

URED

OBSC

URED

OBSC

URED

OBSC

URED

OBSC

URED

OBSC

URED

OBSC

URED

10 10

10 10

1010 10

10 10

10

10

10

10

10

10

10

10

10

10

1010

10

10 1

0

10

10

10

10

1010

10

1010 10

10

10

10

10

101010

10101010

1010 10

10 10 10 10 10 10 10 10

10

1010

10

10

10

10

10

10

10

10

10

10

10

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

2020

20

20

20

20

20

20

20

20

20

20 2020 20 20 20 20 20

20

20 20 2020 20 20 20

2020

2020

20 2020

2020 20 20 20 20 20 20

202020202020202020202020

20

2020

202020

20202020

20202020

20

202020

2020

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

2020

20

20

20

20

2020

20

20

20 20

20

20 20

20

2020

20

20 2020

20

20

20

2020

20

2020

2020

20202020 20

20

20

2020

20

30

30

30

30

30

30

30

30

3030

30

30

30

30

3030

30

3030

30

30

30

30

30

30

30

FM 365

FH

T

WW

WM

WM

WM

WM

WM

T

FH

TT

T

FH

T

T

T

T

FH

TFH

T

FHT

PO

T 735

+00.00

735+00 740+00 745+00 750+00 755+00 760+00 765+00 770+00 775+00 780+00 785+00 790+00 795+00 800+00 805+00 810+00 815+00 820+00 825+00 830+00 835+00 840+00 845+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

PC 10

+00.00

10+00

PT 13

+76.72

15+0020+00

PT 22

+86.01

25+00

PO

T 28

+83.97 P

C 10

+00.00

10+00

PT 13

+13.18

15+0020+00

PC 23

+33.64

25+00

PT 25

+43.35

PO

T 10

+00.00

10+00 15+00 20+00

PC 21

+43.16

25+00

PT 27

+14.68

PC 28

+17.10

30+00

PT 32

+58.73

PC 10

+00.00

10+00

PT 13

+80.72

15+00

PC 17

+06.39

20+00

PT 20

+87.12

25+00 30+00

PO

T 33

+22.53

PC 115+84.65

PT 118+65.11

POT 10

0+00.

00

100+00 PC

101+3

8.29

105+00

PT 107+02.71

110+00

115+00

120+00

125+00

POT 125+99.95

PC 17

+98.49

PO

T 773

+98.68

780+00775+00 785+00 790+00

PI 791

+70.50

PI 793

+99.68

APPROX. EXIST. R.O.W.

APPROX. EXIST. R.O.W.

APPROX. EXIST. R.O.W.

APPROX. EXIST. R.O.W.

APPR

OX.

EXIS

T. R.O.W.

APPR

OX.

EXIS

T.

R.O.W.

APPROX. EXIST. R.O.W.

APPROX. EXIST. R.O.W.

[ IH 10

EXI

ST

RO

W

EXI

ST

RO

W

150' USUAL 150' USUAL

300' ROW

GROUND

EXIST

STA 735+00 TO 760+00

LANES

WESTBOUND

LANES

EASTBOUND

2'

LANELANELANESHLDR

12'

SHLDRLANELANELANESHLDR

12' 12' 10' 10' 12' 12' 12'

2.0% 2.0%

0'-14'8'-10'

RAMP

8'-10'

SHLDR

0'-14'

RAMP

2.5%

GROUND

EXIST

2.5%

13" CRCP

10'

LANELANESHLD SHLD

10'

LANE LANE SHLDSHLD

EXI

ST

RO

W

EXI

ST

RO

W

6'6' 12'12'12'12'

[ WB MAINLANES

EXISTING

[ EB MAINLANES

EXISTING

•":1'‚":1'†":1' •":1'‚":1'†":1' †":1'‚":1'•":1'

EXIST 1.75" SMA

EXIST 7" HMA

EXIST CEM. STAB. BASE

EXIST 1.25" SMA

EXIST 6.25" HMA

EXIST 8" CONCRETE STA 735+00 TO 760+00

EXIST 7.00" HMA

EXIST 1.50" SMA GRADE BREAK GRADE BREAK

PROP TYPICAL SECTION AEXIST TYPICAL SECTION A

300' ROW

150' 150'

EXIST 1.25" SMA

EXIST 6.25" HMA

EXIST 8" CONCRETE

EXIST 1.75" SMA

EXIST 7" HMA

EXIST CEM. STAB. BASE

[ IH 10

BOND BREAKER, AE-P

STABILIZED BASE

6" CEMENT

(EXIST MATERIAL)

8" LIME TREATED

SSTR

2'

LANELANELANESHLDR

12'

SHLDRLANELANELANESHLDR

12' 12' 10' 10' 12' 12' 12'

2.0% 2.0%

SHLDR

10' 10'

LANES

EASTBOUND

LANES

WESTBOUND

[ IH 10

@ I-10 DITCH 505

PROP BRIDGE TYPICAL SECTION

[ IH 10

1'

RAIL

LANE LANE SHLDSHLD

1'

RAIL

2.0%

6' 10'12'12'

LANE SHLD

6'10' 12' 12'

1'

RAIL

LANESHLD

1'

RAIL2.0%

32'

@ I-10 DITCH 505

EXIST BRIDGE TYPICAL SECTION

[ FM 365

EXISTING

1'

RAIL

2.0%2.0%

LANE

12'

SHLD

3'

SHLD

3'

LANE

12'

1'

RAIL

TYPICAL SECTION

GROUND

EXIST

GROUND

EXIST

2.0%

EXI

ST

RO

W

2.0%

EXI

ST

RO

W

ROW VARIES

[ FM 365

PROPOSED

LANE

12'

LANE

12'

LANE

12'

LANE

12'

SHLD

10'

SHLD

10'

3:1

MAX

USUAL

6:1

USUAL6:1

4'

ME

D

10" CRCP

BOND BREAKER, AE-P

6" CEM. STAB. BASE

(EXIST MATERIAL)8" LIME TREATED SUBGRADE

USUAL6:1

3:1 MAX

EXISTING AND PROPOSED FM 365 INSIDE INTERSECTION

TYPICAL SECTION

LANE

2.0%

EXI

ST

RO

W

LANE

2.0%

EXI

ST

RO

W

ROW VARIES

2" ACP OVERLAY

10" COMPACTED FLEX BASE

10" SELECT MATERIAL

12' 12'

[ HAMSHIRE RD

PROPOSED

SHDR

0'-12'

LANESHDR

0'-12' 4'

ME

D

FM 365 OUTSIDE INTERSECTION

PROPOSED

LANE

0'-12' 0'-12'

TYPICAL SECTION

FM 365

EXISTING

2'

LANELANELANESHLDR

12'

SHLDRLANELANELANESHLDR

12' 12' 10' 10' 12' 12' 12'

2.0% 2.0%

SHLDR

10' 10'

LANES

EASTBOUND

LANES

WESTBOUND

[ IH 10

@ I-10 NORTH FORK TAYLOR BAYOU

PROP BRIDGE TYPICAL SECTION

[ IH 10

1'

RAIL

LANE LANE SHLDSHLD

1'

RAIL

2.0%

6' 10'12'12'

LANE SHLD

6'10' 12' 12'

1'

RAIL

LANESHLD

1'

RAIL2.0%

32'

@ I-10 NORTH FORK TAYLOR BAYOU

EXIST BRIDGE TYPICAL SECTION

[ IH 10

EXI

ST

RO

W

EXI

ST

RO

W

150' USUAL 150' USUAL

300' ROW

LANE LANESHLD SHLD

1' 1'10'10'

2.0%2.0%

[ FR

2'

LANELANELANESHLDR

LANES

WESTBOUND

12'

SHLDRLANELANELANESHLDR

12' 12' 10' 10' 12' 12' 12'

LANES

EASTBOUND

0'-14'8'-10'

RAMP

8'-10'

SHLDR

0'-14'

RAMP

STA 794+00 TO 882+00

2.5% 2.0% 2.0% 2.5%

GROUND

EXIST

13" CRCP

10'

LANELANESHLD SHLDLANELANE SHLDSHLD

10'

LANE LANE SHLDSHLD

EXI

ST

RO

W

EXI

ST

RO

W

6'6'2'2' 12'12'12'12'10'10'

42'-118'[ WB MAINLANES

EXISTING

[ EB MAINLANES

EXISTING[ FRONTAGE ROAD

EXISTING*

•":1'‚":1'†":1' •":1'‚":1'†":1' †":1'‚":1'•":1'‚":1'

STA 794+00 TO 882+00

EXIST 1.50" SMA

EXIST 7.00" HMA

GRADE BREAK GRADE BREAK

EXIST 2" SEAL COAT

EXIST HMA

PROP TYPICAL SECTION BEXIST TYPICAL SECTION B

300' ROW

150' 150'

GROUND

PROPEXIST 1.75" SMA

EXIST 7" HMA

EXIST CEM. STAB. BASE

EXIST 1.25" SMA

EXIST 6.25" HMA

EXIST 8" CONCRETE

EXIST 1.25" SMA

EXIST 6.25" HMA

EXIST 8" CONCRETE

EXIST 1.75" SMA

EXIST 7" HMA

EXIST CEM. STAB. BASE

[ IH 10

BOND BREAKER, AE-P

STABILIZED BASE

6" CEMENT

(EXIST MATERIAL)

8" LIME TREATED

SSTR

[ IH 10

EXI

ST

RO

W

EXI

ST

RO

W

LANE LANE

1'10'10'

150' USUAL 150' USUAL

300' ROW

GROUND

EXIST

[ FR[ FR

STA 882+00 TO 895+00

[ IH 10

2'

SHLDRLANELANELANESHLDR

LANES

WESTBOUND

10'12'10'

SHLDRLANELANELANESHLDR

12' 12' 10' 10' 12' 12' 12'

LANES

EASTBOUND

GROUND

EXIST13" CRCP

2.5% 2.0% 2.5%2.0%

10'

LANELANESHLD SHLDLANELANE SHLDSHLD

10'

LANE LANE SHLDSHLD

EXI

ST

RO

W

EXI

ST

RO

W

6'6'2'2' 12'12'12'12'10'10'

42'-118'

LANE LANESHLD SHLD

2' 2'10' 10'

43'-120'[ WB MAINLANES

EXISTING

[ EB MAINLANES

EXISTING[ FRONTAGE ROAD

EXISTING

[ FRONTAGE ROAD

EXISTING

•":1'‚":1'†":1' •":1'‚":1'†":1' †":1'‚":1'•":1'‚":1' ‚":1'

EXIST 6.50" HMA

EXIST 8" CONCRETE

EXIST 8.50" HMA

EXIST FLEX BASE

EXIST 6" CEM. STAB. BASE

EXIST 6.50" HMA

EXIST 8" CONCRETE

EXIST 8.50" HMA

EXIST FLEX BASE

EXIST 6" CEM. STAB. BASESTA 882+00 TO 895+00

EXIST FLEX BASE

EXIST 1.00" SMA

EXIST 8.50" HMA

EXIST 1" SMA

EXIST 2" SMA

EXIST 1" SMA

EXIST 2" SMA

GRADE BREAK GRADE BREAK

EXIST 1.54" SEAL COAT

EXIST C14 HMA

PROP TYPICAL SECTION E

EXIST TYPICAL SECTION E

300' ROW

150' 150'

[ IH 10

BOND BREAKER, AE-P

STABILIZED BASE

6" CEMENT

(EXIST MATERIAL)

8" LIME TREATED

SSTR

EXIST 1.54" SEAL COAT

EXIST C14 HMA

‚":1'

EXIST C14 HMA

EXIST 1.54" SEAL COAT

SHLD

2'

SHLD

2'

LANELANE SHLDSHLD

2'2' 10'10'

‚":1'

EXIST 1.54" SEAL COAT

EXIST C14 HMA

EXIST GROUND

[ IH 10

PROP FM 365 PGL

ELEV 16.38

STA 122+20.00

END FM 365 PROFILE

STA = 104+80.00

EL = 16.36'

(+)0.2777

% (-)1.0030 %

L = 200.00'

K = 156

ex = -0.32'

STA = 107+80.00

EL = 13.35'

(+)0.5

093 %

L = 380.00'

K = 251

ex = 0.72'

STA = 113+00.00

EL = 16.00'

(+)0.5

093 %

(-)0.5000 %

L = 270.00'

K = 268

ex = -0.34'

STA = 117+00.00

EL = 14.00'

(-)0.5000 % (+)0.9

256

%

L = 260.00'

K = 182

ex = 0.46'

STA = 120+80.00

EL = 17.52'

(-)0.8093 %

L = 270.00'

K = 156

ex = -0.59'

EL.

= 15.31 '

VP

C 111

+65.00

EL.

= 15.36 '

VP

T 105

+80.00

EL.

= 15.33 '

VP

T 114

+35.00

EL.

= 16.08 '

VP

C 103

+80.00

EL.

= 15.26 '

VP

C 105

+90.00

EL.

= 14.32 '

VP

T 109

+70.00

EL.

= 14.65 '

VP

C 115

+70.00

EL.

= 15.20 '

VP

T 118

+30.00

EL.

= 16.27 '

VP

C 119

+45.00

EL.

= 16.42 '

VP

T 122

+15.00

ELEV 16.00

STA 103+50.00

BEGIN FM 365 PROFILE

15.89

15.85

16.66

18.61

21.53

25.20

28.69

31.58

33.53

34.98

12.82

15.59

11.18

35.11

33.73

31.90

28.91

25.37

21.81

18.94

16.80

15.76

15.88

100+00 105+00 110+00 115+00 120+00

16.05

16.24

16.17

15.91

15.87

16.13

15.96

15.16

14.39

14.03

14.06

14.47

14.98

15.47

15.66

15.48

15.00

14.52

14.46

14.95

15.85

16.68

16.93

16.54

16.13

15.96

15.16

14.39

14.03

14.06

14.47

14.98

15.47

15.66

15.48

15.00

14.52

14.46

14.95

15.85

16.68

16.93

16.54

10'

LANELANESHLD SHLD

10'

LANE LANE SHLDSHLD

EXI

ST

RO

W

EXI

ST

RO

W

6'6' 12'12'12'12'

[ WB MAINLANES

EXISTING

[ EB MAINLANES

EXISTING

•":1'‚":1'†":1' •":1'‚":1'†":1' †":1'‚":1'•":1'

EXIST 1.75" SMA

EXIST 7" HMA

EXIST CEM. STAB. BASE

EXIST 1.25" SMA

EXIST 6.25" HMA

EXIST 8" CONCRETE

EXIST 7.00" HMA

EXIST 1.50" SMA

300' ROW

150' 150'

EXIST 1.25" SMA

EXIST 6.25" HMA

EXIST 8" CONCRETE

EXIST 1.75" SMA

EXIST 7" HMA

EXIST CEM. STAB. BASE

[ IH 10

2'

LANELANELANESHLDR

12'

SHLDRLANELANELANESHLDR

12' 12' 10' 10' 12' 12' 12'

2.0% 2.0%

SHLDR

10' 10'

LANES

EASTBOUND

LANES

WESTBOUND

[ IH 10

@ I-10 FM 365

PROP BRIDGE TYPICAL SECTION

@ I-10 FM 365

EXIST TYPICAL SECTION

15.72

15.42

14.91

14.50

14.53

14.73

15.03

15.53

16.03

16.48

16.11

15.02

775+00 780+00 785+00 790+00 795+00

15.19

14.20

13.77

14.30

15.02

15.74

16.17

16.00

36.10

12.73

13.64

15.94

15.80

16.10

16.17

15.96

15.71

15.69

15.06

14.60

14.55

14.63

14.93

15.01

14.88

14.69

14.54

14.57

14.41

14.15

13.86

STA = 782+93.05

EL = 15.46'

(-)0.2819 %

(-)0.5149 %

STA = 785+08.53

EL = 14.35'

L = 150.00'

K = 210

ex = 0.13'

STA = 787+64.26

EL = 14.85'

(+)0.1979 %

(+)0.5

000 %

STA = 791+45.12

EL = 16.76'

L = 150.00'

K = 92

ex = -0.31'

STA = 793+39.54

EL = 14.55'

(-)1.1355 %

(-)0.2401 %

14.41

15.21

STA = 775+77.87

EL = 13.42'

(-)1.0000 %(+)0.7

214

%

L = 166.00'

K = 96

ex = 0.36'

STA = 779+82.39

EL = 16.33'

L = 150.00'

K = 149

ex = -0.19'

EL.

= 15.79 '

VP

C 779

+07.39

EL.

= 16.12 '

VP

T 780

+57.39

EL.

= 14.25 '

VP

C 774

+94.87

EL.

= 14.01 '

VP

T 776

+60.87

EL.

= 14.73 '

VP

C 784

+33.53

EL.

= 14.50 '

VP

T 785

+83.53

EL.

= 16.38 '

VP

C 790

+70.12

EL.

= 15.91 '

VP

T 792

+20.1250

40

30

20

10

0

CSJ:

0739-0

2-161

MA

TC

HLIN

E

ST

A

925+0

0

50

40

30

20

10

0

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW EXIST ROW

CSJ:

0739-0

2-161

MA

TC

HLIN

E

ST

A 925+0

0

BOX CULVERT

2-7'X3' CONCBOX CULVERT

5'X3' CONC

BOX CULVERT

2-7'X3' CONC

CH

URC

H R

D

GILBERT R

D

OP

AL ST

DO

GW

OO

D

DR

PALER

MO L

N

NORT

H F

OR

K T

AYL

OR B

AY

OU

BILL

GA

UL

DI

NG R

D

[ FM 365

EXI

ST

PR

OP

PR

OP

EXI

ST

36'

36'

10'

36'

10'

36'

10'

36'

10'

36'

10'

36'

10'

36'

10'

10'

[ IH10

PROP IH10 PGL

FM 365

FM 365

EXIST R

OW

EXIST R

OW

EXIST R

OW

EXIST R

OW

EXIST ROW

EXIST ROW

B

B

A

A

STA 735+00.00

CSJ 0739-02-161

BEGIN PROJECT

| EBER-365

| WBXR-365

| FRTG1

| EBXR-365

| WBER-365

12'

12'

10'

10'

10'

10'

10'

10'

BOX CULVERT

4'X3' CONC

R=5270'

R=5270'R=6820'

THE U.S.WATER OF

THE U.S.WATER OF THE U.S.

WATER OFWETLANDS

R=5270'

R=6820'

R=5270'

R=7870'

EXIST FRONTAGE ROAD

BOX CULVERT

4'X3'X32'

CURVE FM365-1

CURVE FM365-2

PI STATION = 104+21.39

DELTA

TANGENT = 283.10

LENGTH = 564.42

RADIUS = 2,910.00

PC STATION = 101+38.29

PT STATION = 107+02.71

PI STATION = 117+24.91

DELTA

TANGENT = 140.26

LENGTH = 280.46

RADIUS = 5,729.57

PC STATION = 115+84.65

PT STATION = 118+65.11

ELEV 20.31

STA 745+00.00

CSJ 0739-02-161

BEGIN PROJECT

CURVE FM365-1 CURVE FM365-2

EXIST GROUND

STA 742+88BEGIN BRIDGE

STA 743+68END BRIDGE

STA 877+70BEGIN BRIDGE

STA 883+30END BRIDGE

PROPOSED CONDITIONS

NORTH FORK TAYLOR BAYOU

1000 - 2036 AVERAGE DAILY TRAFFIC

1000 - 2026 AVERAGE DAILY TRAFFIC

1000 - 2016 AVERAGE DAILY TRAFFIC

1100

1250

1450

22800

27100

31400

30800

26600

22400

1800

2150

2500

1225

1450

1700

425

500

600

1175

1400

1600

525

650

725

750

900

1025

950

1150

1300

1275

1500

1775

200

250

300

1150

1400

1600

30800

26600

22400

22800

27100

31400

650

750

875

650

750

875

1700

2000

2350

275

300

350

400

450

500

950

800

700

1550

1850

2125

200

250

300

325

400

450

LEGEND

1000 - 2036 AVERAGE DAILY TRAFFIC

1000 - 2026 AVERAGE DAILY TRAFFIC

1000 - 2016 AVERAGE DAILY TRAFFIC

200

250

300

23250

27600

31975

32100

27750

23350

200

250

300

100

125

150

200

250

300100

125

150

32100

27750

23350

23250

27600

31975

100

125

150

LEGEND

300

250

200

150

125

100

650

750

875

275

300

350

PROPOSED CONDITIONS

FM 365

10

20

30 30

20

10

STA 103+50CONSTRUCTIONBEGIN FM 365

STA 122+20CONSTRUCTIONEND FM 365

E

E

STA 773+17.16BEGIN BRIDGE

STA 777+01.16END BRIDGE

R=5270'

20

10

FM 365 PROFILE FRTG1 PROFILE

740+00735+00

TA

YL

OR B

AY

OU

NORT

H F

OR

K

PROP RET WL

PROP RET WL

PROP RET WL

PROP RET WLSTA 779+43.16BEGIN C.O.A.

STA 791+93.05END C.O.A.

I-10

I-10

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