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  • 200 Scale: 24 x 100 100 Scale: 36 x 200 F O T E QF=20, B ...ftp.dot.state.tx.us/pub/txdot-info/hou/notices/082516-schematic.pdf · S l a b LP LP LP R i p r a p R i p r a p p a p R
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Slab LP LP LP Riprap Riprap Riprap Riprap Riprap Riprap Riprap Riprap TL Billboard Slab Slab Slab LP LP LP Billboard Sign Paved Parking TFP TFP TFP Slab Paved Parking Inlet TL TL TL Slab Slab Slab TL Inlet Slab Slab Sign Unpaved Parking Gate Sign Sign Unpaved Parking Paved Parking Gate Unpaved Parking Unpaved Parking Gate Gate Inlet Inlet LP LP LP LP LP Paved Parking TFP TFP TFP TFP TFP Inlet Inlet Inlet MH MH TL TL TL TL Pond LP LP Goal LP Gate Slab Tank MH MH Sign Sign Sign Sign Posts Guard Posts Guard Posts Guard Posts Guard Posts Guard Posts Guard Parking Paved Sign Posts Guard Sign MH Inlet Inlet Gate Gate Gate Gate Gate Inlet Inlet Billboard TFP TFP TFP TFP TFP S S Inlet Gate Gate S S S S Gate Inlet Inlet Inlet Inlet Paved Parking Paved Parking Paved Parking Stock Pile Stock Pile Pond Sign MH MH MH TFP Tank MH Cemetery TFP Slab Parking Unpaved Pile Stock Riprap MH Riprap Inlet Gate MH Sign Billboard TFP TFP TFP Gate Sign Sign Sign Gate Billboard Gate S S S S Gate Sign Auto Salvage Yard Sign Sign Unpaved Parking Unpaved Parking LP LP LP LP Gate LP S S LP Signs TFP LP Paved Parking Paved Parking Pond Pond LP MH MH LP Sign Unpaved Parking Unpaved Parking LP Inlet Inlet Inlet TFP Gate Inlet FP FP FP Inlet Inlet S LP TFP LP S LP Inlet Inlet Gate Gate Gate Stock Piles Paved Parking Paved Parking AC Units MH MH MH MH MH Tank Inlet Inlet Sign TFP LP Sign Tank Guard Posts Stock Pile Ramp TFP LP Ramp S Posts S Sign S LP LP S Inlet Posts LP Inlet Inlet Inlet Inlet FH TFP TFP S S Guard Posts TFP Posts Inlet Paved Parking Inlet Sign Sign Guard Posts LP Sign Guard Posts Inlet S FH Tanks Tanks Tanks Tanks Tanks Earthen Dam FH TFP Stock Pile Gate Gate FH FH FH Inlet Inlet Inlet TFP TFP Tanks LP LP FH Tank Tank Tank Signs S S Gate Tanks Tanks Tanks Stock Pile S TFP S Ramp Unpaved Parking Unpaved Parking Riprap Earthen Dam MH Inlet Inlet Inlet MH AC Units AC Units AC Unit Parking Paved Area U/C Sign Parking Paved Parking Unpaved Pile Stock Stock Piles Unit AC Parking Unpaved Posts Parking Unpaved Pile Stock Parking Paved Parking Paved Gate Posts Guard Posts Guard Parking Unpaved Posts Guard Posts Guard Guard Posts Tanks Posts Guard Above Ground Pipes Units AC Tanks Pile Stock Unit AC Inlet Posts Guard Earthen Dam Posts Guard Posts Guard Posts Guard Posts Guard Sign Unit AC Posts Guard Posts Guard Pile Stock Construction Area Under Construction Area Under Construction Area Under Line Tower Transmission Pile Stock Parking Unpaved Posts 4601 HOLMES ROAD CORPORATION CORRIE KINGSBURY DUAH KWAKU SHIRLEY STEGENT CT SALLEE HIFS PARTNERS, LIMITED ZAKFAM & ASSOCIATES, INC RESERVE SHADOW CREEK RANCH SHADOW CREEK RANCH PEARLAND INVESTMENTS, LP HARD ROCK ROAD PROPERTIES, LP RC/GM LTD IRVING SNYDER JR HOLDINGS LP NATIONAL PROPERTY RWG PARTNERS, LTD IRVING SNYDER JR A R MA D I LLE A UX , L P MI SS I ONA R Y B A P T I S T C HU RC H L OV E , F A I T H & HO P E L A RR Y & KA R E N T Y LE R HOU S T O N HU MA N E S O C I ET Y J MG C ON S T R U C T I ON PALACIO ELENA MARIA THERESA L BAILEY NGUYEN MARVIN HOANG THERESA L BAILEY BAILEY THERESA L BAILEY BERNARD BAILEY BERNARD ESTATE M M FELD INDUSTRIAL SOUTHBELT DOAN QUOC NGUYEN GALEAS DELMA C HUN T & HUN T , LT D WI LL I A M TE X T Y LE R JOHNSON JOHN A L ME DA L U MB E R C O . H U N T & HUN T , LT D HU N T & HUN T , LT D BOWENS EDWARD ORELLANA ORLANDO CHART INC. VERA RILEY R E S E R VE S HADOW CR EE K R ANCH INVESTORS LTD LA MIRADA PLAZA ALONA R EATON BOCKEL WAYNE ROBERT LINDA A. BORDEN DALE D. & J W HE RRON GUL F P I P E L I NE CO. CROMP TON I NDUSTRI AL ( P RI VATE ROAD) J E RSE Y SHORE ST EE L COMP ANY JOHNSON JOHN DAH L I A & WI LL I E AND R E WS PRODUCTS A ME R I C A N D O O R ABC EQUITIES JOHNSON JOHN GUTHERIE PATSY VERA RILEY RILEY LAWRENCE HARRY SCHULTZ LEWIS WRIGHT CARLOTTA BOUTELLE RENA DOYLE BROWN CARLA LATSON & EMMA STEVE FANNIE & ANDREW JONES LARRY BONE ROW DEPT HARRIS COUNTY SURFACE CHEMISTRY, LLC AKZO NOBEL SURFACE CHEMISTRY, LLC AKZO NOBEL WATER TREATMENT CITY OF PEARLAND WORTHINGTON DAVID SCHULTZ HARRY SURFACE CHEMISTRY, LLC AKZO NOBEL INDUSTRIAL SOUTHBELT 10+ 00 1 5 + 00 10+00 15+00 20 + 00 25+00 43 0+ 00 43 5 + 00 440+ 00 445 + 00 450+ 00 45 5 + 00 460+ 00 465 + 00 10+00 15 + 00 2 0 + 00 10+00 15 + 00 2 0 + 00 25 + 0 0 100+00 105+00 110 + 0 0 11 5 + 00 120+00 1 2 5 + 00 130 + 0 0 1 35 + 0 0 14 0+ 00 145 + 00 1 5 0 + 00 1 55 + 00 160+00 165+00 170+00 10+00 15+00 $DATE$ T R ANSP O R T AT I ON TE XAS DE P AR T M E NT O F $DATE$ F M 521 ( A L M E DA R OAD) T O : F R O M : T R ANSP O R T AT I ON TE XAS DE P AR T M E NT O F F M 521 ( A L M E DA R OAD) 1 1 1 F M 2234 ( M c HAR D R D. ) B ELT W AY 8 LOCATION MAP 45 MPH NOT A BIDDING DOCUMENT TEXAS REGISTRATION NUMBER DATE 92908 $DATE$ SCALE: 0 100 200 300 400 17,000 (2008) 33,100 (2035) HARRIS & FORT BEND COUNTIES EDGE OF PAVEMENT/ FACE OF CURB PROPOSED BRIDGE STRUCTURE LEGEND HERBERT B. JANAK III, P.E. 1 G E O M ET R I C S CHE M AT I C G E O M ET R I C S CHE M AT I C F M 2234 ( M c HAR D R D. ) B ELT W AY 8 T O : F R O M : PROPOSED RAMP/ACCESS RD. PAVEMENT PROPOSED CONCRETE RIPRAP FM 521 AT FM 2234 GEOMETRIC SCHEMATIC LAYOUT HOUSTON DISTRICT TEXAS DEPARTMENT OF TRANSPORTATION (FM 521 AND FM 2234) HIGH SPEED URBAN ARTERIAL FUNCTIONAL CLASS : PROJECTED ADT : CURRENT ADT : DESIGN SPEED (RAMPS AND COLLECTOR ROADS): 30 MPH (DES); 20 MPH (MIN) DESIGN SPEED (FM 521 AND FM 2234) : LENGTH = 1.2 MILES 2105-01-048 CSJ'S : 0111-01-067, 0111-03-031, TO FM 2234 LIMITS : FROM BELTWAY 8 $FILE$ $FILE$ 0 1 MI 2 MI SCALE: HARRIS BRAZORI A COUNTY 1. 7 2.5 COUNTY 0. 3 0.2 288 2234 ALMEDA 1. 0 0. 7 2.4 Cemetery Beth Jacob Park Almeda HARRIS COUNTY Park Wildheather 521 8 0. 2 3. 3 Cl ea r Cr e e k Bayo u 0. 5 518 Clear Creek BEGIN PROJECT END PROJECT STA=126+23.00 EL=61.97 ( + ) 0 . 65 % L=330.00' K = 80 ex = 1.71' STA=131+06.00 EL=85.16 ( + ) 4 . 80 % ( + ) 2 . 00 % L=180.00' K = 64 ex = -0.63' STA=139+85.00 EL=102.73 (-) 4 . 80 % L=500.00' K = 74 ex = -4.25' STA=147+30.00 EL=66.97 (- ) 0 . 6 5 % L=330.00' K = 79 ex = 1.71' STA=155+95.00 EL=61.38 ( + ) 0 . 35 % STA=157+00.00 EL=61.76 STA=158+48.00 EL=61.24 ( -) 0 . 3 5 % ( + ) 0 . 3 5 % STA=161+10.00 EL=62.16 STA=162+90.00 EL=61.53 ( -) 0 . 35 % ( + ) 0 . 35 % VP C S TA 124+ 58 . 00 VP T S TA 127 + 88 . 00 VP C S TA 130+ 16. 00 VP T S TA 131 + 96. 00 VP C S TA 137 + 35 . 00 VP T S TA 142+ 35 . 00 VP C S TA 145 + 65 . 00 VP T S TA 148 + 95 . 00 RR C L EL = 61 . 21 S TA. 122+ 00. 00 MATCH E X I S T P AVE ME NT L FM 2234 C ACCESS RD. FM 521 SB 16. 5 ' MI N. CLE ARANCE 16. 5 ' MI N. CLE ARANCE 23 ' MI N. CLE ARANCE ACCESS RD. FM 521 CLE ARANCE 16. 5 ' MN. BLUEBONNET DR. LOOP RD. C L L ACCESS RD. C FM 521 SB CLE ARANCE 16. 5 ' MI N. NO VC NO VC NO VC NO VC EL = 62. 19 S TA. 164+ 77 . 81 MATCH E X I S T P AVE ME NT L PROP C FM 521 NG NO VC ( - ) 0 . 3 5 % STA=124+00.00 EL=60.52 125+00 130+00 135+00 140+00 145+00 150+00 155+00 160+00 165+00 61 . 21 60. 68 60. 52 60. 90 60. 93 60. 97 60. 60 59. 28 59. 32 59. 20 62. 48 59. 30 58 . 91 58 . 45 58 . 17 61 . 27 58 . 33 60. 12 59. 85 59. 84 59. 83 59. 82 59. 82 59. 81 59. 80 59. 79 59. 78 59. 78 59. 77 59. 76 59. 18 58 . 93 61 . 36 61 . 83 61 . 80 61 . 98 61 . 91 61 . 78 62. 14 62. 23 62. 14 61 . 92 62. 23 62. 19 125+00 130+00 135+00 140+00 145+00 150+00 155+00 160+00 60. 52 61 . 28 63 . 09 66. 16 70. 47 75 . 27 80. 07 84. 32 87 . 04 89. 04 91 . 04 93 . 04 95 . 04 97 . 03 98 . 75 99. 18 98 . 26 95 . 97 92. 33 87 . 61 82. 81 78 . 01 73 . 29 69. 56 67 . 09 65 . 87 65 . 23 64. 58 63 . 94 63 . 29 62. 64 62. 00 61 . 40 61 . 76 61 . 41 61 . 42 61 . 77 62. 12 61 . 85 61 . 57 61 . 92 61 . 21 60. 87 ( + ) 4 . 8 0 % STA=448+46.00 EL=100.52 (-) 4 . 50 % L=600.00' K = 65 ex = -6.97' STA=456+37.00 EL=64.94 ( + ) 0 . 70 % L=420.00' K = 81 ex = 2.73' VP C S TA 445 + 46. 00 VP T S TA 451 + 46. 00 VP C S TA 454+ 27 . 00 VP T S TA 458 + 47 . 00 L DRIVEWAY C PLANT L LOOP RD. C RR C L L FM 521 C 23 ' MI N. CLE ARANCE 16. 5 ' MI N. CLE ARANCE EL = 63 . 63 S TA. 430+ 00. 00 MATCH E X I S T P AVE ME NT L EL 66. 78 S TA. 459+ 00. 00 MATCH E X I S T P AVE ME NT PROP C FM 2234 NG VP C S TA 437 + 80. 00 VP T S TA 442+ 30. 00 (-) 0 . 35 % STA=440+05.00 EL=60.15 ex = 2.90' K = 87 L=450.00' 67 . 04 L NG STA=12+63.00 EL=60.13 (- ) 2 . 00 % ( + ) 3 . 00 % L=400.00' K = 80 ex = 2.50' STA=17+51.00 EL=74.79 ( + ) 3 . 00 % (-) 4 . 57 % L=270.00' K = 36 ex = -2.56' VP C S TA 10+ 63 . 00 VP T S TA 14+ 63 . 00 VP C S TA 16+ 16. 00 VP T S TA 18 + 86. 00 10+00 15+00 65 . 39 63 . 47 62. 56 62. 90 64. 49 67 . 25 70. 25 72. 27 71 . 51 67 . 98 PROP C LOOP RD STA=14+38.00 EL=60.69 (-) 0 . 35 % ( + ) 0 . 35 % STA=17+39.00 EL=61.74 STA=21+58.00 EL=60.27 (-) 0 . 35 % STA=25+59.00 EL=61.67 ( + ) 0 . 35 % ( + ) 2 . 0 0 % L=150.00' K = 91 ex = 0.31' VP C S TA 24+ 84. 00 VP T S TA 26+ 34. 00 L FM 521 C CLE ARANCE 16. 5 ' MI N. NO VC L NG NO VC NO VC PROP B FM 521 SB ACCESS RD 10+00 15+00 STA=12+32.00 EL=61.24 (-) 0 . 35 % L=220.00' K = 66 ex = 0.92' STA=20+51.00 EL=85.81 ( + ) 3 . 00 % ( - ) 4 . 76 % L=350.00' K = 45 ex = -3.39' VP C S TA 11 + 22. 00 VP T S TA 13 + 42. 00 VP C S TA 18 + 76. 00 VP T S TA 22+ 26. 00 15+00 20+00 61 . 70 61 . 81 63 . 41 66. 28 69. 28 72. 28 75 . 28 78 . 28 81 . 22 82. 58 81 . 72 78 . 65 NG PROP B FM 521 NB EXIT L 15+00 L 10+00 15+00 60. 89 60. 80 60. 98 61 . 21 61 . 39 61 . 20 STA=11+03.00 EL=68.77 ( + ) 3 . 02 % (- ) 3 . 0 0 % L=200.00' K = 33 ex = -1.51' STA=14+08.00 EL=59.62 ( + ) 1 . 0 0 % L=200.00' K = 50 ex = 1.00' VP C S TA 10+ 03 . 00 VP T S TA 12+ 03 . 00 VP C S TA 13 + 08 . 00 VP T S TA 15 + 08 . 00 10+00 15+00 65 . 66 67 . 26 65 . 86 62. 86 60. 71 60. 55 NG NB ENTRANCE PROP B FM 521 61 . 05 58 . 04 60. 18 60. 59 61 . 38 62. 55 62. 29 61 . 52 L NG PROP B FM 521 SB EXIT STA=15+31.00 EL=61.60 ( + ) 0 . 6 5 % ( -) 0 . 35 % STA=16+71.00 EL=61.11 ( + ) 1 . 0 0 % L=120.00' K = 89 ex = 0.20' VP C S TA 16+ 11 . 00 VP T S TA 17 + 31 . 00 15+00 60. 10 60. 75 61 . 40 61 . 36 61 . 45 NO VC 430+00 435+00 440+00 445+00 450+00 455+00 460+00 63 . 56 63 . 63 63 . 62 63 . 52 63 . 55 63 . 47 63 . 05 61 . 88 59. 61 59. 35 59. 90 59. 98 60. 10 59. 73 59. 27 59. 68 60. 68 60. 19 61 . 42 61 . 00 62. 30 61 . 69 61 . 95 61 . 25 62. 09 62. 60 63 . 03 63 . 90 65 . 31 66. 05 66. 78 67 . 08 67 . 10 66. 66 66. 15 430+00 435+00 440+00 445+00 450+00 455+00 63 . 63 63 . 29 62. 94 62. 59 62. 25 61 . 90 61 . 55 61 . 21 60. 88 61 . 34 62. 93 65 . 67 69. 56 74. 31 79. 11 83 . 91 88 . 48 91 . 67 93 . 31 93 . 40 91 . 94 88 . 93 84. 60 80. 10 75 . 60 71 . 43 68 . 46 66. 72 66. 22 66. 78 62. 17 62. 81 66. 60 72. 78 77 . 96 76. 50 75 . 04 73 . 58 72. 12 70. 66 69. 20 67 . 73 66. 27 64. 81 63 . 35 62. 03 62. 36 15+00 20+00 25+00 15+00 20+00 25+00 61 . 87 61 . 52 61 . 17 60. 82 60. 91 61 . 26 61 . 61 61 . 53 61 . 18 60. 83 60. 48 60. 42 60. 77 61 . 12 61 . 48 62. 55 64. 49 28' L L 13' LANE 15' LANE RAISED MEDIAN 16' 13' LANE 15' LANE E X I S T R O W E X I S T R O W C FM 521 SDWK 6' 28' VARIES (15' MIN) VARIES (15' MIN) PROPOSED TYPICAL SECTION (FM 2234) 2 . 0 % U S UA L 2 . 0 % U S UA L VARIES VARIES VARIES FROM WEST OF FM 521 TO FM 521 12' LANE 26' 2 . 0 % U S UA L PROPOSED TYPICAL SECTION (2-LANE RAMP) 14' LANE 12' 12' 100' USUAL 50' 28' USUAL 44' LANE LANE E X I S T R O W E X I S T R O W L L C FM 2234 50' 28' USUAL 12' SHLDR 35' USUAL 80' 13' 12' 12' SHLDR 160' USUAL 90' LANE E X I S T R O W L C FM 2234 35' USUAL 12' LANE E X I S T R O W LANE 16' 80' LANE L LANE LANE EXISTING TYPICAL SECTION (FM 2234) 28' L L 13' LANE 15' LANE RAISED MEDIAN 16' 13' LANE 15' LANE E X I S T R O W E X I S T R O W C FM 521 SDWK 5' SDWK VAR 5' 28' VARIES (15' MIN) (6.5' MIN) VARIES (15' MIN) VAR (6.5' MIN) L C LANE FM 521 74.42' 1.21' 1.21' L E X I S T R O W E X I S T R O W C FM 521 SDWK 5' VARIES VARIES VARIES L C LANE LANE LANE LANE 16' RAISED MEDIAN 80.71' 1.00' FM 2234 42.50' SDWK 6' 28' L L 13' LANE 15' LANE RAISED MEDIAN 16' 13' LANE 15' LANE 28' C FM 2234 1.21' 42.50' 80.71' 14' LANE 4' 24' EXISTING TYPICAL SECTION (FM 2234) PROPOSED TYPICAL SECTION (FM 521) PROPOSED TYPICAL SECTION (FM 521) PROPOSED TYPICAL SECTION (FM 2234) PROPOSED BRIDGE SECTION (FM 521) PROPOSED BRIDGE SECTION (FM 2234) 2 . 0 % U S UA L 2 . 0 % U S UA L 2 . 0 % U S UA L 2 . 0 % U S U A L 2 . 0 % U S UA L 2 . 0 % U S UA L 2 . 0 % U S UA L 2 . 0 % U S UA L 2 . 0 % U S U A L SDWK 6' 15' 15' (AFTER COMPLETION OF PROJECT BY OTHERS) FROM FM 521 TO EAST OF FM 521 TO SOUTH OF FM 2234 FROM APPROX STA 144+50 VARIES VARIES VARIES 36' 36' 12' 1.21' 36' 13' 13' PROPOSED TYPICAL SECTION (RAMP) TO WEST OF LOOP ROAD FROM APPROX STA 441+00 36' FROM WEST OF FM 521 TO FM 521 12' 78' E X I S T R O W L 12' LANE E X I S T R O W LANE 16' LANE L LANE LANE EXISTING TYPICAL SECTION (FM 521) 13' LANE LANE VARIES VARIES VARIES C FM 521 VARIES 12' 13' 100' USUAL 50' 28' USUAL 44' E X I S T R O W E X I S T R O W L L C FM 521 50' 28' USUAL EXISTING TYPICAL SECTION (FM 521) LANE ADDED AT RILEY ROAD FROM SOUTH OF RILEY ROAD TO SOUTH OF FM 2234 FROM TYLER SREET TO SOUTH OF RILEY ROAD 15' LANE 30' 15' LANE 2.0% 2.0% 13' 12' 90' LANE E X I S T R O W L 12' LANE E X I S T R OW LANE 14' LANE L LANE LANE EXISTING TYPICAL SECTION (FM 521) 13' LANE LANE 13' VARIES VARIES VARIES C FM 521 VARIES VARIES 13' FROM BELTWAY 8 TO APPROX STA 108+00 12' 12' 90' LANE E X I S T R O W L 12' LANE E X I S T R O W LANE 16' LANE L LANE LANE EXISTING TYPICAL SECTION (FM 521) 13' LANE LANE 13' VARIES VARIES VARIES C FM 521 VARIES VARIES 12' FROM APPROX STA 108+00 TO TYLER ST. 4.0% MAX 2.0% USUAL 4.0% MAX 2.0% USUAL 13' 6' SH SH PROPOSED TYPICAL SECTION (2-WAY ACCESS ROAD) 3' SH 14' 3' SH VARIES VARIES 6' SDWK 1.00' 28' L L 13' LANE 15' LANE RAISED MEDIAN 16' 13' LANE 15' LANE SDWK 6' 28' 2 . 0 % U S UA L 2 . 0 % U S U A L VARIES VARIES VARIES VARIES 6' SDWK PROPOSED TYPICAL SECTION (LOOP ROAD) FROM FM 521 TO FM 2234 P R O P R O W C LOOP RD VARIES VARIES VARIES 12' 12' LANE LANE 3' SH 14' 3' SH 6' LANE 12' SH 5' SH 2' LANE 12' 6' LANE 12' SH 5' SH FROM S. OF RILEY ROAD TO N. OF LOOP RD. (APPROX. STA 121+80 TO STA 144+50) VARIES 31' TO 48' LANE LANE 12' 5' SH 2' LANE 12' LANE 12' 5' SH 0' TO 12' LANE 12' LANE 0' TO 12' VARIES 31' TO 48' VARIES VAR (6.5' MIN) VARIES 1' TO 6' SHLDR 1' TO 6' SHLDR R I LE Y R D. UPRR B L UE B ONNET DR . S OUT H DR . F EL D D R . CLE AR CR EE K UPRR T Y LE R S T . B E LT W AY 8 E X I T / E NT R ANCE B E LT W AY 8 W HI T E R D. B E LT W AY 8 E X I T / E NT R ANCE F E LL O W S R D. 120 110 100 90 80 70 60 50 120 110 100 90 80 70 60 50 120 110 100 90 80 70 60 50 120 110 100 90 80 70 60 50 90 80 70 60 50 40 90 80 70 60 50 40 90 80 70 60 50 100 100 90 80 50 60 70 100 90 80 70 60 50 100 90 80 70 60 50 100 90 80 70 60 50 100 90 80 70 60 50 100 90 80 70 60 50 100 90 80 70 60 50 FM 521 PROPOSED PROFILE FM 2234 PROPOSED PROFILE LOOP RD. PROPOSED PROFILE FM 521 SB ACCESS RD. PROPOSED PROFILE FM 521 SB EXIT RAMP PROPOSED PROFILE FM 521 SB ACCESS RD. BL FM 521 NB EXIT RAMP BL FM 521 NB ENTRANCE RAMP BL FM 521 CL FM 521 SB EXIT RAMP BL LOOP RD. CL FM 2234 CL EL = 66. 25 F M 2234 S TA 457 + 67 . 95 S TA 19+ 37 . 95 MATCH F M 2234 CL EL 62. 18 S TA. 10+ 12. 00 MATCH E X S T P AVE ME NT EL 65 . 39 F M 521 S TA 149+ 79. 53 S TA 10+ 00. 00 MATCH F M 521 CL EL = 66. 25 F M 521 S TA 150+ 00. 53 S TA 27 + 38 . 01 MATCH F M 521 CL EL = 62. 02 S TA. 10+ 10. 00 MATCH E X I S T P AVE ME NT EL = 65 . 66 F M 521 S TA 126+ 46. 61 S TA 10+ 00. 00 MATCH F M 521 EL = 61 . 94 S TA. 17 + 53 . 83 MATCH E X I S T P AVE ME NT EL 59. 47 F M 521 S TA 124+ 30. 00 S TA 12+ 03 . 08 MATCH F M 521 F . M . 5 2 1 F . M . 5 2 1 F . M . 2 2 3 4 F . M . 2 2 3 4 EL 76. 47 F M 521 S TA 145 + 68 . 53 S TA 22+ 47 . 71 MATCH F M 521 DESIGN SPEED = 30 MPH DESIGN SPEED = 30 MPH FM 521 NB EXIT RAMP PROPOSED PROFILE DESIGN SPEED = 45 MPH DESIGN SPEED = 45 MPH DESIGN SPEED = 30 MPH DESIGN SPEED = 30 MPH DESIGN SPEED = 30 MPH FM 521 NB ENTRANCE RAMP PROPOSED PROFILE EL = 61 . 19 S TA. 15 + 63 . 72 MATCH E X I S T P AVE ME NT STA 10+00 TO STA 18+40 +/- NOTE: NG DATA NOT AVAILABLE STA 13+50 TO STA 24+75 +/- NOTE: NG DATA NOT AVAILABLE STA 18+70 TO STA 22+50 +/- NOTE: NG DATA NOT AVAILABLE CONTROLLED 3-WAY STOP CONTROLLED 1-WAY STOP CONTROLLED 3-WAY STOP INTERSECTION EXISTING SIGNALIZED INTERSECTION SIGNALIZED McHARD ROAD ALMEDA ROAD ALMEDA ROAD MCHARD ROAD SUBJECT TO CHANGE PRELIMINARY INTERSECTION SIGNALIZED INTERSECTION 4-PHASE SIGNALIZED EXISTING RDWY TO BE REMOVED PROP ROW EXISTING ROW PLANIMETRIC PROPOSED LANE DIRECTIONAL INDICATOR EXISTING LANE DIRECTIONAL INDICATOR STRIPING EDGE OF PAVEMENT/ FACE OF CURB PROPERTY LINES PROPOSED PAVEMENT RETAINING WALL PROPOSED BRIDGE STRUCTURE LEGEND PROPOSED RAMP/ACCESS RD. PAVEMENT PROPOSED CONCRETE RIPRAP APPARENT EXISTING ROW AREA OF ROW DISCREPANCY ROW NEEDED FROM ALMEDA RD NATURE PRESERVE NATURE PRESERVE FROM ALMEDA ROAD APPROX. 1.67 ACRES (45.75 Acres) NATURE PRESERVE ALMEDA ROAD ALMEDA ROAD NATURE PRESERVE FROM ACCESS TO ALMEDA ROAD ROW DEPT HARRIS COUNTY AUGUS T 25 , 2016 P UB L I C HE AR I NG AUGUS T 25 , 2016 P UB L I C HE AR I NG

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Page 1: 200 Scale: 24 x 100 100 Scale: 36 x 200 F O T E QF=20, B ...ftp.dot.state.tx.us/pub/txdot-info/hou/notices/082516-schematic.pdf · S l a b LP LP LP R i p r a p R i p r a p p a p R

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4601 HOLMES ROAD CORPORATION

CORRIE KINGSBURY

DUAH

KWAKU

SHIRLEY STEGENT

CT SALLEE

HIFS PARTNERS, LIMITED

ZAKFAM & ASSOCIATES, INC

RESERVE

SHADOW CREEK RANCH

SHADOW CREEK RANCH

PEARLAND INVESTMENTS, LP

HARD ROCK ROAD PROPERTIES, LP

RC/GM LTD

IRVING SNYDER JR

HOLDINGS LPNATIONAL PROPERTY

RWG PARTNERS, LTD

IRVING SNYDER JR

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LOVE, FAITH & HOPE

LARRY & KAREN TYLER

HOUSTON HUMANE SOCIETY

JMG CONSTRUCTION

PALACIO

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MARVIN HOANG

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BAILEY

BERNARD

ESTATEM M FELD

INDUSTRIAL

SOUTHBELT

DOAN QUOC NGUYEN

GALEASDELMA C

HUNT & HUNT, LTD

WILLIAM TEX TYLER

JOHNSON

JOHN

ALMEDA LUMBER CO.

HUNT & HUNT, LTD

HUNT & HUNT, LTD

BOWENS

EDWARD

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ORLANDO

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VERA RILEY

RESERVE

SHA

DO

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RA

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INVESTORS LTD

LA MIRADA PLAZA

ALONA R EATON

BOCKEL

WAYNE

ROBERT

LINDA A. BORDEN

DALE D. &

J

W

HER

RO

N

GU

LF

PIP

ELIN

E

CO.

CR

OM

PT

ON IN

DU

ST

RIA

L

(P

RIV

AT

E

RO

AD)

JE

RS

EY

SH

OR

E

ST

EEL

CO

MP

AN

Y

JOHNSON

JOHN

DAHLIA & WILLIE ANDREWS

PRODUCTS

AMERICAN DOOR

ABC EQUITIES

JOHNSON

JOHN

GUTHERIEPATSY

VERA RILEY

RILEY

LAWRENCE

HARRY SCHULTZ

LEWIS WRIGHT

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& EMMA

STEVE

FANNIE & ANDREW JONES

LARRY BONE

ROW DEPTHARRIS COUNTY

SURFACE CHEMISTRY, LLCAKZO NOBEL

SURFACE CHEMISTRY, LLCAKZO NOBEL

WATER TREATMENTCITY OF PEARLAND

WORTHINGTONDAVID

SCHULTZHARRY

SURFACE CHEMISTRY, LLCAKZO NOBEL

INDUSTRIAL

SOUTHBELT

10

+0

0

15+00

10+00 15+00

20+00 25+00

430

+00

435+00

440

+00

445+00

450

+00

455+0

0

460

+0

0

465+0

0

10+00

15+00

20+00

10+00 15+00

20+00

25+00

100+00 105+00110+00

115+00120+00 125+00

130+00135

+00

140+0

0

145+00

150+00

155+00

160+00165+00 170+00

10+00

15+00

$D

AT

E$

TR

AN

SP

OR

TA

TIO

NT

EX

AS

DEP

AR

TM

EN

T

OF

$D

AT

E$

FM 521 (

AL

ME

DA

RO

AD)

TO:

FR

OM:

TR

AN

SP

OR

TA

TIO

NT

EX

AS

DEP

AR

TM

EN

T

OF

FM

521 (

AL

ME

DA

RO

AD)

11 1

FM 2234 (

Mc

HA

RD

RD.)

BELT

WA

Y 8

LOCATION MAP

45 MPH

NOT A BIDDING DOCUMENT

TEXAS REGISTRATION NUMBER

DATE

92908

$DATE$

SCALE: 0 100 200 300 400

17,000 (2008)

33,100 (2035)

HARRIS & FORT BEND COUNTIES

EDGE OF PAVEMENT/ FACE OF CURB

PROPOSED BRIDGE STRUCTURE

LEGEND

HERBERT B. JANAK III, P.E.

1

GE

OM

ET

RIC

SC

HE

MA

TIC

GE

OM

ET

RIC

SC

HE

MA

TIC

FM 2234 (

Mc

HA

RD

RD.)

BELT

WA

Y 8

TO:

FR

OM:

PROPOSED RAMP/ACCESS RD. PAVEMENT

PROPOSED CONCRETE RIPRAP

200 Scale: 24" x 100"

100 Scale: 36" x 200"

QF=20, B=60, C=-60

FM 521 AT FM 2234

GEOMETRIC SCHEMATIC LAYOUT

HOUSTON DISTRICT

TEXAS DEPARTMENT OF TRANSPORTATION

(FM 521 AND FM 2234)

HIGH SPEED URBAN ARTERIALFUNCTIONAL CLASS :

PROJECTED ADT :

CURRENT ADT :

DESIGN SPEED (RAMPS AND COLLECTOR ROADS): 30 MPH (DES); 20 MPH (MIN)

DESIGN SPEED (FM 521 AND FM 2234) :

LENGTH = 1.2 MILES

2105-01-048

CSJ'S : 0111-01-067, 0111-03-031,

TO FM 2234

LIMITS : FROM BELTWAY 8

$FI

LE$

$FI

LE$

0 1 MI 2 MI

SCALE:

SMIT

H-

SO

UT

H

FR

EE

WA

Y

PEARLAND

CITY

LIM

IT

HARRIS

BRAZORIA

CO

UN

TY

AIR

LIN

E

1.7

2.5

CO

UN

TY

0.3

0.2

PEARLAND CITY LIMIT

288

2234

ALMEDA

LIM

IT

HOUSTON

1.0

0.7

2.4

PEARLAND CITY LIMIT

LINDA

GRAPEVINE

ABID

E

LIT

TLE

TRAFALGAR

TIFFANY

NEILS

ON GALL

AGHER

OAK HAM

BROOKFIELD

GRAPEVINE

TIFFANY

DALMATIAN

PLA

YE

R

DR

AY

CO

TT

ESSE

NDIN

E

GALAGHER

TRAFALG

AR

TIFFA

NY

TIFFANY

GRAPEVINE

GOULBURN

BROOKFIELD

FUQUA FUQUAHIR

AM

PINEBROOK SMOOTH OAK

SMOOTH OAK

KNOTTYNOLD

ROSEBUD

BROWNSTONE

CURLY

CURLY

OAKSOAKS

HIGH

HIGHPOINT

POINT

OAKSIDEOAKSIDE

OAKSIDE

KNOTTYNOLD

ROSEBUD

BROWN STONE

JU

PIT

ER

NU

WO

OD

BU

XLE

Y

BA

TH

UR

ST

BA

TH

UR

ST

WHIT

E

QU

EN

TIO

N

CAST

LE

RE

AG

H

REMUS

BU

RN

HA

M

NA

TA

LIE

IND

UST

RY

FOXSHIRE

AL

MEE

CE

ALK

AY

ALR

OV

ER

INSLE

Y

WA

TE

RLO

O

WA

TE

RLO

O

ZE

NIT

H

LIT

TLEF

OR

D

INSLE

Y

ALR

OV

ER

ALK

AY

AL

MEE

CE

AM

BR

OSE

BROOKFIELD

DALM

GATEWOOD

DRAKESTONE

MARKWOOD

INGOMAR

ANDERSON

TR

EA

TY

JO

RD

ON

AN

DERS

ON

OAKS

OA

KS

OA

KS

GATEWOOD

GLENRIDGE

MARKWOOD

INGOMAR WAY

DANEFIELD

LO

NG

LO

OK

VA

ND

ELA

WA

Y

WIC

KG

AT

E

BRIA

RWIC

K

CREEK

BRYANT RIDGE

RIDGECROKER

RID

GE

CHIS

WIC

K

VERNAGE

CANTERVIEW

BAYSWATER

AD

LE

R

FA

RA

DA

Y

ELA

NIE

ALMEDA-

GENOA

ANDERSON

THISTLE

JANBAR

HO

OP

ER

MO

NA

RC

H

CA

NT

ER

WELL

DEL P

AP

A

ME

RID

A

ELIS

E

MIL

AN

LA

BR

AD

OR

LA

BR

AD

OR

SE

WA

LK

NO

RW

AY

AL

ME

DA-S

CH

OO

L

BRID

GEP

OR

T

OHIO

EL

MFIE

LD

DANFIELD

FOXSHIRE

BROADHURST

BETTY

SUE

WO

OD

S

CARIB

SCHURMIER

KA

RA

LIS

LE

W

BRIG

GS

Mc

GR

AT

H

NORSHIRE

FELLOWS

GRAMMAR

WHITE

RILEY

BLUEBONNET

SOUTH

FELD

PA

RK

AL

ME

DA

BUFFALOSPEEDWAY

FRUGE

AL

ME

DA

SO

UT

H

FR

EE

WA

Y

HY

CO

HE

N

BU

FF

ALO

WICKFIELD

PA

RK

MA

NO

R

CA

MD

EN

HIL

L

CALLERY

MO

NR

AD

PAP

AD

OS

A

BU

XLE

Y

CemeteryBeth Jacob

Park

Almeda

HARRIS

CO

UN

TY

ParkWildheather

UP

521

8

RAPIDCREEK

RIDGECREEK

PARKRIDGE

SHADOWRIDGE

RIDGEHAVEN

RIDGEHARBOR

PRAIRIE

RIDGE

RID

GE

COTTON

AM

YRID

GE

PA

RK

MA

NO

R

COURT

PORTER

RIDGE

RAVEN

RIDGE

RIDGETON

RIPPLE RIDGE

HIR

AM

CLA

RKE

BUCKLER RIDGE

RIDGE

RID

GE

CREEK

BUN

KER

RIDGE CREEK

CASTLE

CREEK

RID

GE

TURN

STONE

RID

GE

RAPID

CR

EE

K

RIDGE

WEST

RIDGEVAN

PA

RK

MA

NO

R

BEECHHAVEN

CR

OFT

RID

GE

RO

E

LAZY

RID

GE

BO

WIE

RID

GE

RIDGE

WIND

MONTRIDGE

RID

GE

QUAIL

COVE

PAIT

ER

DET

RIC

MACKINAW

MELANITE

MAYWOOD

HILL

DA

NTE

CREEK

POST

OA

K

TEXASPARKWAY

EVERGREEN

KA

NS

AS

0.2

3.3

Clear

Creek

Bayou

CA

NA

L

RAIL

RO

AD

PA

CIF

IC

DA

RT

ON

AMBERN

GO

LD

SO

UT

H

LIVE OAK

AL

ME

DA

UNIO

N

0.5

HOUSTON

CIT

Y

PE

AR

LA

ND

CIT

Y

LIM

IT

518

ClearCreek

BEGIN PROJECT

END PROJECT

STA=126+23.00

EL=61.97

(+)0.65%

L=330.00'

K = 80

ex = 1.71'

STA=131+06.00

EL=85.16

(+)4.80%

(+)2.00%

L=180.00'

K = 64

ex = -0.63'

STA=139+85.00

EL=102.73

(-)4.80%

L=500.00'

K = 74

ex = -4.25'

STA=147+30.00

EL=66.97

(-)0.65%

L=330.00'

K = 79

ex = 1.71' STA=155+95.00

EL=61.38

(+)0.35%

STA=157+00.00

EL=61.76

STA=158+48.00

EL=61.24

(-)0.35% (+)0.35%

STA=161+10.00

EL=62.16

STA=162+90.00

EL=61.53

(-)0.35% (+)0.35%

VP

C

ST

A

124

+58.0

0

VPT

ST

A

127+88.0

0

VP

C

ST

A

130

+16.0

0

VPT

ST

A

131+96.0

0

VP

C

ST

A

137+35.0

0

VPT

ST

A

142

+35.0

0

VP

C

ST

A

145+65.0

0

VPT

ST

A

148+95.0

0

RR CL

EL=61.2

1

ST

A.

122

+0

0.0

0

MA

TC

H

EXIS

T

PA

VE

ME

NT

LFM 2234 C

ACCESS RD.

FM 521 SB

16.5'

MIN.

CLE

AR

AN

CE

16.5'

MIN.

CLE

AR

AN

CE

23'

MIN.

CLE

AR

AN

CE

ACCESS RD.

FM 521

CLE

AR

AN

CE

16.5'

MIN.

BLUEBONNET DR.

LOOP RD. CL

LACCESS RD. C

FM 521 SB

CLE

AR

AN

CE

16.5'

MIN.

NO VC NO VC NO VCNO VC

EL=62.1

9

ST

A.

164

+77.8

1

MA

TC

H

EXIS

T

PA

VE

ME

NT

LPROP C FM 521

NG

NO VC

(-)0.35%

STA=124+00.00

EL=60.52

125+00 130+00 135+00 140+00 145+00 150+00 155+00 160+00 165+00

61.2

1

60.6

8

60.5

2

60.9

0

60.9

3

60.9

7

60.6

0

59.2

8

59.3

2

59.2

0

62.4

8

59.3

0

58.9

1

58.4

5

58.1

7

61.2

7

58.3

3

60.1

2

59.8

5

59.8

4

59.8

3

59.8

2

59.8

2

59.8

1

59.8

0

59.7

9

59.7

8

59.7

8

59.7

7

59.7

6

59.1

8

58.9

3

61.3

6

61.8

3

61.8

0

61.9

8

61.9

1

61.7

8

62.1

4

62.2

3

62.1

4

61.9

2

62.2

3

62.1

9

125+00 130+00 135+00 140+00 145+00 150+00 155+00 160+00

60.5

2

61.2

8

63.0

9

66.1

6

70.4

7

75.2

7

80.0

7

84.3

2

87.0

4

89.0

4

91.0

4

93.0

4

95.0

4

97.0

3

98.7

5

99.1

8

98.2

6

95.9

7

92.3

3

87.6

1

82.8

1

78.0

1

73.2

9

69.5

6

67.0

9

65.8

7

65.2

3

64.5

8

63.9

4

63.2

9

62.6

4

62.0

0

61.4

0

61.7

6

61.4

1

61.4

2

61.7

7

62.1

2

61.8

5

61.5

7

61.9

2

61.2

1

60.8

7

(+)4.80%

STA=448+46.00

EL=100.52

(-)4.50%

L=600.00'

K = 65

ex = -6.97'

STA=456+37.00

EL=64.94

(+)0.70%

L=420.00'

K = 81

ex = 2.73'

VP

C

ST

A

445+46.0

0

VPT

ST

A

451+46.0

0

VP

C

ST

A

454

+27.0

0

VPT

ST

A

458+47.0

0

LDRIVEWAY C

PLANTLLOOP RD. C

RR CLLFM 521 C

23'

MIN.

CLE

AR

AN

CE

16.5'

MIN.

CLE

AR

AN

CE

EL=63.6

3

ST

A.

430

+0

0.0

0

MA

TC

H

EXIS

T

PA

VE

ME

NT L

EL=66.7

8

ST

A.

459

+0

0.0

0

MA

TC

H

EXIS

T

PA

VE

ME

NT

PROP C FM 2234

NG

VP

C

ST

A

437+80.0

0

VPT

ST

A

442

+30.0

0

(-)0.35%

STA=440+05.00

EL=60.15

ex = 2.90'

K = 87

L=450.00'

67.0

4

L

NG

STA=12+63.00

EL=60.13

(-)2.00% (+)3.0

0%

L=400.00'

K = 80

ex = 2.50'

STA=17+51.00

EL=74.79

(+)3.0

0% (-)4.57%

L=270.00'

K = 36

ex = -2.56'

VP

C

ST

A

10

+63.0

0

VPT

ST

A

14

+63.0

0

VP

C

ST

A

16

+16.0

0

VPT

ST

A

18+86.0

0

10+00 15+00

65.3

9

63.4

7

62.5

6

62.9

0

64.4

9

67.2

5

70.2

5

72.2

7

71.5

1

67.9

8

PROP C LOOP RD

STA=14+38.00

EL=60.69

(-)0.35% (+)0.35%

STA=17+39.00

EL=61.74

STA=21+58.00

EL=60.27

(-)0.35%

STA=25+59.00

EL=61.67

(+)0.35%

(+)2.00%

L=150.00'

K = 91

ex = 0.31'

VP

C

ST

A

24

+84.0

0

VPT

ST

A

26

+34.0

0

LFM 521 C

CLE

AR

AN

CE

16.5'

MIN.

NO VC

L

NG

NO VC NO VC

PROP B FM 521 SB ACCESS RD

10+00 15+00

STA=12+32.00

EL=61.24

(-)0.35%

L=220.00'

K = 66

ex = 0.92'

STA=20+51.00

EL=85.81

(+)3.0

0%

(-)4.76%

L=350.00'

K = 45

ex = -3.39'

VP

C

ST

A

11+22.0

0

VPT

ST

A

13+42.0

0

VP

C

ST

A

18+76.0

0

VPT

ST

A

22

+26.0

0

15+00 20+00

61.7

0

61.8

1

63.4

1

66.2

8

69.2

8

72.2

8

75.2

8

78.2

8

81.2

2

82.5

8

81.7

2

78.6

5

NGPROP B FM 521 NB EXITL

15+00

L

10+00 15+00

60.8

9

60.8

0

60.9

8

61.2

1

61.3

9

61.2

0

STA=11+03.00

EL=68.77

(+)3.0

2%

(-)3.00%

L=200.00'

K = 33

ex = -1.51'

STA=14+08.00

EL=59.62

(+)1.00%

L=200.00'

K = 50

ex = 1.00'

VP

C

ST

A

10

+0

3.0

0

VPT

ST

A

12

+0

3.0

0

VP

C

ST

A

13+0

8.0

0

VPT

ST

A

15+0

8.0

0

10+00 15+00

65.6

6

67.2

6

65.8

6

62.8

6

60.7

1

60.5

5

NG

NB ENTRANCE

PROP B FM 521

61.0

5

58.0

4

60.1

8

60.5

9

61.3

8

62.5

5

62.2

9

61.5

2

L

NG

PROP B FM 521 SB EXIT

STA=15+31.00

EL=61.60

(+)0.65%

(-)0.35%

STA=16+71.00

EL=61.11

(+)1.00%

L=120.00'

K = 89

ex = 0.20'

VP

C

ST

A

16

+11.0

0

VPT

ST

A

17+31.0

0

15+00

60.1

0

60.7

5

61.4

0

61.3

6

61.4

5

NO VC

430+00 435+00 440+00 445+00 450+00 455+00 460+00

63.5

6

63.6

3

63.6

2

63.5

2

63.5

5

63.4

7

63.0

5

61.8

8

59.6

1

59.3

5

59.9

0

59.9

8

60.1

0

59.7

3

59.2

7

59.6

8

60.6

8

60.1

9

61.4

2

61.0

0

62.3

0

61.6

9

61.9

5

61.2

5

62.0

9

62.6

0

63.0

3

63.9

0

65.3

1

66.0

5

66.7

8

67.0

8

67.1

0

66.6

6

66.1

5

430+00 435+00 440+00 445+00 450+00 455+00

63.6

3

63.2

9

62.9

4

62.5

9

62.2

5

61.9

0

61.5

5

61.2

1

60.8

8

61.3

4

62.9

3

65.6

7

69.5

6

74.3

1

79.1

1

83.9

1

88.4

8

91.6

7

93.3

1

93.4

0

91.9

4

88.9

3

84.6

0

80.1

0

75.6

0

71.4

3

68.4

6

66.7

2

66.2

2

66.7

8

62.1

7

62.8

1

66.6

0

72.7

8

77.9

6

76.5

0

75.0

4

73.5

8

72.1

2

70.6

6

69.2

0

67.7

3

66.2

7

64.8

1

63.3

5

62.0

3

62.3

6

15+00 20+00 25+0015+00 20+00 25+00

61.8

7

61.5

2

61.1

7

60.8

2

60.9

1

61.2

6

61.6

1

61.5

3

61.1

8

60.8

3

60.4

8

60.4

2

60.7

7

61.1

2

61.4

8

62.5

5

64.4

9

28'

LL

13'

LANE

15'

LANE

RAISED MEDIAN

16'

13'

LANE

15'

LANE

EXIS

T

RO

W

EXIS

T

RO

WC FM 521

SDWK

6'

28' VARIES (15' MIN)VARIES (15' MIN)

PROPOSED TYPICAL SECTION (FM 2234)

2.0% USUAL 2.0% USUAL

VARIES VARIES

VARIES

FROM WEST OF FM 521 TO FM 521

12'

LANE

26'

2.0% USUAL

PROPOSED TYPICAL SECTION (2-LANE RAMP)

14'

LANE

12' 12'

100' USUAL

50'

28' USUAL44'

LANE LANEEXIS

T

RO

W

EXIS

T

RO

WLLC FM 223450'

28' USUAL

12'

SHLDR

35' USUAL

80'

13' 12' 12'

SHLDR

160' USUAL

90'

LANE EXIS

T

RO

WLC FM 2234

35' USUAL

12'

LANE

EXIS

T

RO

W

LANE

16'

80'

LANE

L

LANELANE

EXISTING TYPICAL SECTION (FM 2234)

28'

LL

13'

LANE

15'

LANE

RAISED MEDIAN

16'

13'

LANE

15'

LANE

EXIS

T

RO

W

EXIS

T

RO

WC FM 521

SDWK

5'

SDWK

VAR5'

28' VARIES (15' MIN)

(6.5'

MIN)

VARIES (15' MIN)

VAR

(6.5'

MIN)

LC

LANE

FM 521

74.42'

1.21'1.21'

L

EXIS

T

RO

W

EXIS

T

RO

WC FM 521

SDWK

5'

VARIES

VARIES

VARIES

LC

LANELANE LANE LANE

16'

RAISED MEDIAN

80.71'

1.00'

FM 2234

42.50'

SDWK

6'

28'

LL

13'

LANE

15'

LANE

RAISED MEDIAN

16'

13'

LANE

15'

LANE

28'

C FM 2234

1.21' 42.50'

80.71'

14'

LANE

4'

24'

EXISTING TYPICAL SECTION (FM 2234)

PROPOSED TYPICAL SECTION (FM 521)

PROPOSED TYPICAL SECTION (FM 521)

PROPOSED TYPICAL SECTION (FM 2234)

PROPOSED BRIDGE SECTION (FM 521)

PROPOSED BRIDGE SECTION (FM 2234)

2.0% USUAL2.0% USUAL

2.0% USUAL

2.0% USUAL 2.0% USUAL

2.0% USUAL 2.0% USUAL

2.0% USUAL 2.0% USUAL

SDWK

6'

15'15'

(AFTER COMPLETION OF PROJECT BY OTHERS)

FROM FM 521 TO EAST OF FM 521

TO SOUTH OF FM 2234

FROM APPROX STA 144+50

VARIES VARIES

VARIES

36' 36'

12'

1.21' 36'

13' 13'

PROPOSED TYPICAL SECTION (RAMP)

TO WEST OF LOOP ROAD

FROM APPROX STA 441+00

36'

FROM WEST OF FM 521 TO FM 521

12'

78'

EXIS

T

RO

WL

12'

LANEEXIS

T

RO

W

LANE

16'

LANE

L

LANELANE

EXISTING TYPICAL SECTION (FM 521)

13'

LANE LANE

VARIES

VARIES

VARIES

C FM 521VARIES

12' 13'

100' USUAL

50'

28' USUAL44'

EXIS

T

RO

W

EXIS

T

RO

WLLC FM 52150'

28' USUAL

EXISTING TYPICAL SECTION (FM 521)

LANE ADDED AT RILEY ROAD

FROM SOUTH OF RILEY ROAD TO SOUTH OF FM 2234

FROM TYLER SREET TO SOUTH OF RILEY ROAD

15'

LANE

30'

15'

LANE

2.0%2.0%

13' 12'

90'

LANE EXIS

T

RO

WL

12'

LANEEXIS

T

RO

W

LANE

14'

LANE

L

LANELANE

EXISTING TYPICAL SECTION (FM 521)

13'

LANE LANE

13'

VARIES

VARIES

VARIES

C FM 521VARIES

VARIES

13'

FROM BELTWAY 8 TO APPROX STA 108+00

12' 12'

90'

LANE EXIS

T

RO

WL

12'

LANEEXIS

T

RO

W

LANE

16'

LANE

L

LANELANE

EXISTING TYPICAL SECTION (FM 521)

13'

LANE LANE

13'

VARIES

VARIES

VARIES

C FM 521VARIES

VARIES

12'

FROM APPROX STA 108+00 TO TYLER ST.

4.0% MAX2.0% USUAL 4.0% MAX

2.0% USUAL

13'

6'

SH SH

PROPOSED TYPICAL SECTION (2-WAY ACCESS ROAD)

3'

SH

14' 3'

SH

VARIES VARIES6'

SDWK

1.00'

28'

LL

13'

LANE

15'

LANE

RAISED MEDIAN

16'

13'

LANE

15'

LANESDWK

6'

28'

2.0% USUAL 2.0% USUAL

VARIES VARIES

VARIES

VARIES 6'

SDWK

PROPOSED TYPICAL SECTION (LOOP ROAD)

FROM FM 521 TO FM 2234

PR

OP

RO

W

C LOOP RD

VARIESVARIES

VARIES

12' 12'

LANE LANE

3'

SH

14' 3'

SH

6'

LANE

12'

SH

5'

SH

2'

LANE

12' 6'

LANE

12'

SH

5'

SH

FROM S. OF RILEY ROAD TO N. OF LOOP RD.

(APPROX. STA 121+80 TO STA 144+50)

VARIES 31' TO 48'

LANE LANE

12' 5'

SH

2'

LANE

12'

LANE

12'5'

SH

0' TO 12'

LANE

12'

LANE

0' TO 12'

VARIES 31' TO 48'VARIES

VAR

(6.5'

MIN)

VARIES

1' TO 6'

SHLDR

1' TO 6'

SHLDR

RIL

EY

RD.

UPRR

BL

UEB

ON

NET

DR.

SO

UT

H

DR.

FELD

DR.

CLEA

R

CREEK

UPRR

TY

LER

ST.

BELT

WA

Y 8

EXIT/

EN

TR

AN

CE

BELT

WA

Y 8

WHIT

E

RD.

BELT

WA

Y 8

EXIT/

EN

TR

AN

CE

FELL

OW

S

RD.

120

110

100

90

80

70

60

50

120

110

100

90

80

70

60

50

120

110

100

90

80

70

60

50

120

110

100

90

80

70

60

50

90

80

70

60

50

40

90

80

70

60

50

40

90

80

70

60

50

100 100

90

80

50

60

70

100

90

80

70

60

50

100

90

80

70

60

50

100

90

80

70

60

50

100

90

80

70

60

50

100

90

80

70

60

50

100

90

80

70

60

50

FM 521 PROPOSED PROFILE

FM 2234 PROPOSED PROFILE

LOOP RD. PROPOSED PROFILE FM 521 SB ACCESS RD. PROPOSED PROFILE

FM 521 SB EXIT RAMP PROPOSED PROFILE

FM 521 SB ACCESS RD. BL

FM 521 NB EXIT RAMP BL

FM 521 NB ENTRANCE RAMP BL

FM 521 CL

FM 521 SB EXIT RAMP BL

LOOP RD. CL

FM 2234 CL

EL=66.2

5

FM

2234

ST

A

457+67.9

5

ST

A

19

+37.9

5

MA

TC

H

FM

2234

CL

EL=62.1

8

ST

A.

10

+12.0

0

MA

TC

H

EXIS

T

PA

VE

ME

NT

EL=65.3

9

FM

521

ST

A

149

+79.5

3

ST

A

10

+0

0.0

0

MA

TC

H

FM

521

CL

EL=66.2

5

FM

521

ST

A

150

+0

0.5

3

ST

A

27+38.0

1

MA

TC

H

FM

521

CL

EL=62.0

2

ST

A.

10

+10.0

0

MA

TC

H

EXIS

T

PA

VE

ME

NT

EL=65.6

6

FM

521

ST

A

126

+46.6

1

ST

A

10

+0

0.0

0

MA

TC

H

FM

521

EL=61.9

4

ST

A.

17+53.8

3

MA

TC

H

EXIS

T

PA

VE

ME

NT

EL=59.4

7

FM

521

ST

A

124

+30.0

0

ST

A

12

+0

3.0

8

MA

TC

H

FM

521

F.M.

521

F.M.

521

F.M.

2234

F.M.

2234

EL=76.4

7

FM

521

ST

A

145+68.5

3

ST

A

22

+47.7

1

MA

TC

H

FM

521

DESIGN SPEED = 30 MPH

DESIGN SPEED = 30 MPH

FM 521 NB EXIT RAMP PROPOSED PROFILE

DESIGN SPEED = 45 MPH

DESIGN SPEED = 45 MPH

DESIGN SPEED = 30 MPH

DESIGN SPEED = 30 MPH DESIGN SPEED = 30 MPH

FM 521 NB ENTRANCE RAMP PROPOSED PROFILE

EL=61.1

9

ST

A.

15+63.7

2

MA

TC

H

EXIS

T

PA

VE

ME

NT

STA 10+00 TO STA 18+40 +/-

NOTE: NG DATA NOT AVAILABLE

STA 13+50 TO STA 24+75 +/-

NOTE: NG DATA NOT AVAILABLE

STA 18+70 TO STA 22+50 +/-

NOTE: NG DATA NOT AVAILABLE

CONTROLLED

3-WAY STOP

CONTROLLED

1-WAY STOP

CONTROLLED

3-WAY STOP

INTERSECTION

EXISTING SIGNALIZED

INTERSECTION

SIGNALIZED

McHARD ROAD

ALMEDA ROAD

ALMEDA ROAD

MCHARD ROAD

SUBJECT TO CHANGE

PRELIMINARY

INTERSECTION

SIGNALIZED

INTERSECTION

4-PHASE SIGNALIZED

EXISTING RDWY TO BE REMOVED

PROP ROW

EXISTING ROW

PLANIMETRIC

PROPOSED LANE DIRECTIONAL INDICATOR

EXISTING LANE DIRECTIONAL INDICATOR

STRIPING

EDGE OF PAVEMENT/ FACE OF CURB

PROPERTY LINES

PROPOSED PAVEMENT

RETAINING WALL

PROPOSED BRIDGE STRUCTURE

LEGEND

PROPOSED RAMP/ACCESS RD. PAVEMENT

PROPOSED CONCRETE RIPRAP

APPARENT EXISTING ROW

AREA OF ROW DISCREPANCY

ROW NEEDED FROM ALMEDA RD NATURE PRESERVE

NATURE PRESERVE

FROM ALMEDA ROAD

APPROX. 1.67 ACRES

(45.75 Acres)

NATURE PRESERVE

ALMEDA ROAD

ALMEDA ROAD

NATURE PRESERVE FROM

ACCESS TO ALMEDA ROAD

ROW DEPTHARRIS COUNTY

AU

GU

ST 25,

20

16

PU

BLIC

HE

ARIN

G

AU

GU

ST 25,

20

16

PU

BLIC

HE

ARIN

G

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