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ASPH DI RT ASP H P ARKI NG ASP H P ARKI NG ASP H P ARKI NG ASP H P ARKI NG ASP H P ARKI NG ASP H P ARKI NG F OOT BRI DGE DECK STAIRS M.HOME C C C CONC CONC LAUNCH OVE RHE AD S I GNAL OVE RHE AD S I GNAL OVE RHE AD S I GNAL AC AC DOCK DOCK DOCK DOCK DOCK DOCK GATE RIPRAP RIPRAP RIPRAP RIPRAP TFP TFP TFP TFP TFP LP LP LP LP LP LP LP LP LP LP LP LP LP INLET S S S S S S S S S S S S S S S S S S S S S SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT PP 3-6 PP 3-7 PP 3-8 PP 3-9 PP 3-10 PP 3-11 PP 3-12 PP 3-13 PP 3-14 PP 3-15 PP 3-16 PP 2 - 3 PP 2 - 4 BENTWATER ON THE NORTH SHORE, LTD BENTWATER JOINT VENTURE BENTWATER JOINT VENTURE ROBERT WHORTON, ESTATE D C RESEARCH & DEVELOPMENT CORP. SAN JACINTO RIVER AUTHORITY SAN JACINTO RIVER AUTHORITY BENTWATER JOINT VENTURE SAN JACINTO RIVER AUTHORITY COMMERCIAL RESERVE "A" 1.490 ACRES RESERVE "B" 0.2698 ACRES LOT 19 BLOCK FIVE CLE AR WATE R COVE S UB DI VI S I ON N 87 24’ 20.39" E PI STATION = 115+83.90 DELTA = 3 26’ 10.30" (LT) DEGREE OF CURVE = 1 59’ 59.97" TANGENT = 85.93 LENGTH = 171.81 RADIUS = 2,864.80 PC STATION = 114+97.97 PT STATION = 116+69.78 N 83 5 8 1 0 . 0 9 " E PI STATION = 120+16.31 DELTA = 3 26’ 10.30" (RT) DEGREE OF CURVE = 1 59’ 59.97" TANGENT = 85.93 LENGTH = 171.81 RADIUS = 2,864.80 PC STATION = 119+30.37 PT STATION = 121+02.18 N 87 24’ 20.39" E PI STATION = 194+54.43 DELTA = 15 19’ 52.68" (RT) DEGREE OF CURVE = 0 59’ 59.99" TANGENT = 771.17 LENGTH = 1,533.14 RADIUS = 5,729.60 PC STATION = 186+83.26 PT STATION = 202+16.39 105+00 110+00 P C 1 1 4 + 9 7 . 9 7 115+00 PT 116+69.78 PI PC 119+30.37 120 + 00 P T 1 21 + 0 2 . 1 8 PI 125+00 130+00 135+00 140+00 145+00 150+00 155+00 160+00 165+00 170+00 175+00 180+00 185+00 P C 1 86 + 8 3 . 26 190 + 00 1 9 5 + 00 PI PO T 1 0 0 + 01 . 51 B E G I N P R O JE C T CONC CONC DIRT CONC CONC DI RT DI RT DI RT CONC DI RT CONC CONC ASP H AS P H DI RT DI RT CONC DI RT DIRT DI RT AS P H CONC AS P H DI RT CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC DI RT CONC CONC CONC DIRT CONC DI RT DIRT CONC DI RT DIRT CONC DIRT DI RT DIRT DIRT DIRT DIRT DI RT DIRT ASP H CONC CONC DI RT DIRT DIRT AS P H AS P H AS P H DIRT CONC DIRT DI RT DI RT DIRT DI RT DIRT DI RT DI RT C O NC AS P H AS P H DI RT DIRT DIRT DIR T DIRT DI R T DIRT CONC DI RT DI RT DI RT CONC CONC CONC DI RT CONC CONC CONC CONC CONC DI RT DI RT DI RT DI RT AS PH DIRT CONC DI RT CONC CON C CONC CONC P ARKI NG CONC P ARKI NG AS P H P ARKI NG AS P H P ARKI NG AS P H P ARKI NG CONC P ARKI NG CONC P ARKI NG AS P H P ARKI NG AS P H P ARKI NG ASP H P ARKI NG ASP H P ARKI NG CONC P ARKI NG CONC P ARKI NG AS P H P ARKI NG ASP H P ARKI NG CONC P ARKI NG ASP H P ARKI NG ASP H P ARKI NG AS P H P ARKI NG CONC P ARKI NG AS P H P ARKI NG UNP AVED P ARKI NG UNP AVED P ARKI NG DI RT P ARKI NG UNP AVED P ARKI NG UNP AVED P ARKI NG UNP AVED P ARKI NG UNP AVED P ARKI NG UNP AVED P ARKI NG UNP AVED P ARKI NG UNP AVED P ARKI NG UNP AVED P ARKI NG UNP AVED P ARKI NG UNP AVED P ARKI NG UNP AVED P ARKI NG UNP AVED P ARKI NG CONC CONC CONC CONC CONC ASP H CONC DECK DECK S TAI RS DECK DECK DECK DECK DECK DECK CLAI RI F I ER M. HOME M. HOME M. HOME M. HOME M. HOME M. HOME M. HOME M. HOME M. HOME M. HOME M. HOME M. HOME M. HOME M. HOME M. HOME M. HOME M. HOME M. HOME M. HOME CONC CONC CONC CONC CONC CONC LAUNCH CONC CONC DRAI N P OOL P OOL CONC CONC CONC CONC CONC CONC DRAI N CONC CONC CONC P OOL CONC CONC P OOL CONC DRAI N CONC CONC CONC TANK TANK TANK RV P ARK MONUMENT AC AC ANTENNA S TOCK P I LES S TOCK P I LES S TOCK P I LES OVERHEAD S I GNAL OVERHEAD S I GNAL OVERHEAD S I GNAL ANTENNA DOCK DOCK DOCK CG OVERHEAD S I GNAL OVERHEAD S I GNAL OVERHEAD S I GNAL DOCK DOCK DOCK AC P LAY GROUND OVERHEAD S I GNAL OVERHEAD S I GNAL OVERHEAD S I GNAL S TOCK P I LES S TOCK P I LES S TOCK P I LES S TOCK P I LES AC AC GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE RI P RAP RI P RAP RI P RAP MH MH MH MH MH MH MH MH MH MH MH MH TFP TFP TFP TF P TF P TF P TF P TF P TF P TFP TF P TF P TF P TF P TFP TF P TF P TFP TF P TF P TFP TFP TFP TFP TF P TF P TFP TF P TF P TF P TF P TFP TF P TF P TF P TF P TFP TF P TFP TF P TF P TF P TF P TF P TFP TFP TF P TF P TF P TF P TFP TFP TF P TFP TF P TF P TFP TF P TF P TFP TF P TF P TFP TF P TFP TFP TFP P I P ES P I P E LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP P LP P LP P LP P LP P LP P LP P LP P LP P LP TLP FH FH FH FH FH FH FH FH FH FH FH FH I NLETS I NLET I NLET I NLET I NLET I NLET I NLET I NLET I NLET I NLET I NLET I NLET I NLET I NLET S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN FP FP FP FP FP FP CULVERT CUL VE RT S CUL VE RT CULVERT CULVERTS CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT C UL VER T CULVERT CULVERTS CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CUL VE RT S CUL VE RT CULVERT CULVERT CULVERT C U LVER T CULVERT CULVER T CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERTS CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CU L V ER T CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERS CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CUL VE RT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CUL VE RT CUL VE RT CUL VE RT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CUL VE RT CUL VE RT CULVERT CULVERT CULVERT CULVERT CUL VE RT CULVERT CUL VE RT CULVERT PP 2-5 PP 2-6 PP 2-7 PP 2-8 PP 2-9 PP 2-10 PP 2-11 PP 2-12 PP 2-13 PP 2-14 PP 2-15 PP 2-16 PP 2-17 PP 2-18 PP 2-19 PP 2-20 PP 2-21 PP 2-22 PP 2-23 PP 2-24 PP 2-25 PP 2-26 PP 2-27 PP 2-28 PP 2-29 PP 2-30 PP 2-31 PP 2-32 PP 2-33 PP 1- 8 DIRT DI RT P ARKI NG DIRT SAN JACINTO RIVER AUTHORITY SAN JACINTO RIVER AUTHORITY GARY RICHARDSON, TRUSTEE NORTH SHORE REALTY, INC. SIXTY-FOUR LAKE CONROE REAL ESTATE INVESTMENT FRANCES L. HAUGEN KENNETH & LAVERN BASS WELLS FARGO BANK TEXAS, N.A. JESS H. YOUNG JUST STUFF, INC. JUST STUFF, INC. WELLS FARGO BANK NA, TRUSTEE KYLE TONES DEPADO PARTNERS, LTD JOHN R. & BEATRICE KLEIMANN GOETHE I NGLET FAMI LYPARTNERS, LTD. SAN JACINTO RIVER AUTHORITY SAN JACINTO RIVER AUTHORITY ROBERT R. & LAURA BUCKMAN TIARA’S COVE LIMITED PARTNERSHIP GSG&T, INC. HOWARD P. BONEBRAKE, et ux PEGGY PETERS MOSELEY, 17.45 ACRES H.D. JORDAN, et ux GSG&T, INC. F & M SALES, INC. GSG&T, INC. TEXAS NATIONAL INVESTMENT CORPORATION DOUG RASSINIER JEANNIE HOLLEY JOSEPH BACHMANN, et ux RICHARD HOOKER, et ux NAZEK J. BESEISSO NAZEK J. BESEISSO BRENDA REED, et vir TOM F. NOBLE, et ux BOBBY J. BOSTIAN, et ux BOBBY J. BOSTIAN, et ux BOBBY J. BOSTIAN, et ux BOBBY J. BOSTIAN, et ux 10756 FM 1097 LAND TRUST ENRIQUE RAMIREZ, et ux JIMMY LEE BRENT, et ux RICHARD C. HENDERSON, et ux YOULANDA GILL KIENE & MATTHEW KIENE CHARLES C. ELLIOTT CHARLES CHRISTOPHER ELLIOTT CHARLES CHRISTOPHER ELLIOTT CHARLES CHRISTOPHER ELLIOTT FISCALLY FIT INVESTMENTS, LLC FISCALLY FIT INVESTMENTS, LLC HAREL J. SHELTON, JR., et ux MANUEL MONTALVO, et ux JOHN SEXTON, et ux DORIAN BIENEK, et ux RIVERSTONE CONSTRUCTION, INC. BESS CONSTRUCTION, INC. JOSEPH NAGY BESS CONSTRUCTION, INC. BILL J. JAKOBEIT, et ux JOSEPH NAGY, et ux JOHN W. PARSLEY JOHN W. PARSLEY ALFRED L. BEASLEY, et ux H. D. JORDAN, et ux H. D. JORDAN, et ux SAM RAYMOND BONNER, et ux RONDAH JEANNE IRVING-PHELPS RONDAH JEANNE IRVING-PHELPS LOU-WHO INVESTMENTS, INC. JESS H. YOUNG ADDI SONSMI TH FUNERAL HOME, I NC. RANDAL ARLAN HENDRICKS, TRUSTEE FIRST BANK OF CONROE, NA WILLIE JOSEY GLEN M. HENSON & PATRICK MORSE EDWARD P. WONG TIMOTHY COOPER, et ux JOHN B. WILLIAMSON DAWN109 7 , LLC J OHNI . WI LLI AMSON FREDERICK E. BOSWORTH J EFFREYL. PETERS RONALDE. BOUGERE & KATHERI NE ANNBOUGERE RONALD E. BOUGERE & KATHERINE ANN BOUGERE BERNARD A. TOMASELLO ROCKEY LE BUTLER, et al CHARLSIE CAYWOOD SAM & SHERRY REINA CHARLES CHATMAN ROCKEY LE BUTLER ROCKEY LE BUTLER ROSS A. & BARI L. PATERNOSTER MAKTEL DEVELOPMENT, INC. FORTUNE EXPLORATION JERRY MICAH SLAUGHTER & BRIAN B. SMITH ROBERT PARKER LENK, et ux ZENIA VIVIAN KITOWSKI, et al JORGE DELGADO, et ux BD&G LEASING SERVICES, LLC JEROME L. GREGUREK WENDY WELSH GOEBEL J. MICHAEL FRANKLIN DRY DOCK, LTD HAIR EXTRAVAGANZA, et al MICHAEL G. LUCAS MARCUS D. MAHAFFEY, et ux HARRY L. WESTMORELAND, JR., et al JAMES LEWIS PREATHER JAMES L. PREATHER NORTH SHORE MARINA LIMITED SAN JACINTO RIVER AUTHORITY CYA 1097, LTD. CYA 1097, LTD. PATTEN CORPORATION SOUTHWEST JOSEPH RANIERI, et ux CYA 1097, LTD. WILLIAM C. SCHMIDT, et ux WILLIAM SCHMIDT,et ux BETHLEHEM BAPTIST CHURCH OF WILLIS RANDAL WOODARD JOHN R. KLEIMANN, et ux MIKE CUADRA John R. Kleimann & Beatrice G. Kleimann MARY SURGES, et al ERNEST NICKSON THIRTY-TWO REAL ESTATE INVESTMENT, LTD. ALLEN ACQUISITIONS, LTD JESS H. YOUNG & ALAN ARSHT LAKEWOOD ON LAKE CONROE BRIDGEPOINT L AKE CONROE HI LL S L AKE S I DE P L ACE S UB D. HULON LAKES SUBD. HULON LAKES SUBD. P EL I CAN B AY S UB D. P OI NT AQUARI US S UB D. 492-00-1881 SERGIUS SCHULTZ, et ux CHARLES CHRISTOPHER ROBIN WILLIAM WALKER, et al PATRICIA B. SISCO RICHARD HOOKER, et ux CYNTHIA S. HOOKER & ALAN ARSHT MICHAEL G. LUCAS AKA, ZENIA VIVIAN POWERS PAUL L. BACON SR. & SUZANNE FANNIE G. JORDON, 1.0 ACRES DAWN10 97 , LLC INVESTMENT CORPORATION TEXAS NATIONAL EDWARD P. WONG 1.0 AC 1.5 AC Trustees of the Kleimann Family Revocable Trust John R. Kleimann & Beatrice G. Kleimann Trustees of the Kleimann Family Revocable Trust LOT 1, BLOCK 1, BRIDGEPOINT, SECTION 1 LOT 1, BLOCK 2, BRIDGEPOINT, SECTION 1 DEPADO PARTNERS, LTD SMI THMEMORI AL PARK EXI STI NGROWCABI NET I , PG. 1 3 M. C. M. R. EXI S TI NG ROW VOL. 2 9 1 , PG. 2 9 3M. C. D. R. CAROLYN A. LEVEE, A.K.A. CAROLYN A. GAENG S 77 15’ 46.93" E PI STATION = 229+05.53 DELTA = 4 04’ 03.07" (LT) DEGREE OF CURVE = 0 59’ 59.99" TANGENT = 203.46 LENGTH = 406.75 RADIUS = 5,729.60 PC STATION = 227+02.06 PT STATION = 231+08.82 S 81 19 50 . 00 " E PI STATION = 235+68.23 DELTA = 4 20’ 15.78" (RT) DEGREE OF CURVE = 0 59’ 59.99" TANGENT = 216.99 LENGTH = 433.77 RADIUS = 5,729.60 PC STATION = 233+51.24 PT STATION = 237+85.01 S 76 5 9 34 . 2 2 " E PI STATION = 270+54.18 DELTA = 1 14’ 10.13" (LT) DEGREE OF CURVE = 0 59’ 59.99" TANGENT = 61.81 LENGTH = 123.62 RADIUS = 5,729.60 PC STATION = 269+92.37 PT STATION = 271+15.99 S 78 13’ 44.35" E S 78 13’ 08.69" E PI STATION = 298+27.62 DELTA = 0 16’ 37.80" (LT) DEGREE OF CURVE = 0 29’ 59.99" TANGENT = 27.72 LENGTH = 55.43 RADIUS = 11,459.20 PC STATION = 297+99.91 PT STATION = 298+55.34 S 78 29 46 . 50 " E PI STATION = 316+94.68 DELTA = 1 22’ 00.00" (RT) DEGREE OF CURVE = 0 29’ 59.99" TANGENT = 136.67 LENGTH = 273.33 RADIUS = 11,459.20 PC STATION = 315+58.00 PT STATION = 318+31.34 S 77 07’ 46.50" E S 77 05 09 . 67 " E PI STATION = 331+90.44 DELTA = 0 20’ 00.00" (LT) DEGREE OF CURVE = 0 29’ 59.99" TANGENT = 33.33 LENGTH = 66.67 RADIUS = 11,459.20 PC STATION = 331+57.10 PT STATION = 332+23.77 S 77 25’ 09.68" E PI STATION = 344+72.44 DELTA = 0 35’ 42.27" (LT) DEGREE OF CURVE = 0 29’ 59.99" TANGENT = 59.51 LENGTH = 119.02 RADIUS = 11,459.20 PC STATION = 344+12.94 PT STATION = 345+31.95 S 78 00’ 51.95" E PI STATION = 359+46.82 DELTA = 0 49’ 00.00" (RT) DEGREE OF CURVE = 0 04’ 30.09" TANGENT = 544.27 LENGTH = 1,088.53 RADIUS = 76,369.00 PC STATION = 354+02.55 PT STATION = 364+91.07 S 77 11’ 51.95" E PI STATION = 377+24.07 DELTA = 2 06’ 00.00" (RT) DEGREE OF CURVE = 0 14’ 59.98" TANGENT = 420.06 LENGTH = 840.02 RADIUS = 22,918.80 PC STATION = 373+04.02 PT STATION = 381+44.03 S 7 5 0 5 5 1 . 95 " E PI STATION = 385+48.21 DELTA = 0 10’ 44.21" (LT) DEGREE OF CURVE = 0 29’ 59.99" TANGENT = 17.89 LENGTH = 35.79 RADIUS = 11,459.20 PC STATION = 385+30.32 PT STATION = 385+66.11 S 75 16 3 6 . 1 5 " E PI STATION = 403+93.87 DELTA = 2 54’ 48.66" (LT) DEGREE OF CURVE = 0 59’ 59.99" TANGENT = 145.71 LENGTH = 291.35 RADIUS = 5,729.60 PC STATION = 402+48.16 PT STATION = 405+39.52 S 78 11’ 24.81" E PI STATION = 432+97.52 DELTA = 0 20’ 33.35" (RT) DEGREE OF CURVE = 0 29’ 59.99" TANGENT = 34.26 LENGTH = 68.52 RADIUS = 11,459.20 PC STATION = 432+63.26 PT STATION = 433+31.78 S 77 50’ 51.45" E 200+00 PT 202+16.39 205+00 210+00 215+00 220+00 225+00 PC 227+02.06 230 + 0 0 PT 231+08.82 PI PC 233+51.24 235 + 00 PT 237+85.01 PI 240+00 245+00 250+00 255+00 260+00 265+00 PC 269+92.37 270+00 PT 271+ 15.99 PI 275+00 280+00 285+00 290+00 POT 292+85.35 295+00 PC 297+99.91 PT 298+55.34 PI 300+00 305+00 310+00 315+00 PC 315+58.00 PT 318+31.34 PI 320+00 POT 32 1+06.41 325+00 330+00 PC 331+57.1 0 PT 332+23.7 7 PI 335+00 340+00 PC 3 44+12.94 345+00 PT 345 +31.95 PI 350+00 PC 3 5 4+02 .55 355+00 360+00 PT 364+91.07 PI 365+00 370+00 PC 373+04.02 375+00 380 + 00 PT 381+44.03 PI 385 + 00 PC 385+30.32 PT 385+66.11 PI 390 + 0 0 395 + 00 40 0 + 00 PC 402+48.16 405+00 PT 405+39.52 PI 410+00 415+00 420+00 425+00 430+00 PC 4 32+ 63. 26 P T 4 3 3+ 31 . 78 PI 435+00 440+00 445+00 450+00 PC 4 53 +73. 6 6 4 55 + 00 AS P H DIRT DIRT CONC CONC DI RT CONC ASP H DIRT DIRT DIRT DI RT DI RT DIRT DIRT DI RT CONC ASPH ASP H CONC CONC AS P H P ARKI NG ASPH P ARKI NG CONC P ARKI NG CONC P ARKI NG ASPH PARKI NG CONC P ARKI NG AS P H P ARKI NG CONC P ARKI NG ASP H P ARKI NG CONC P ARKI NG CONC P ARKI NG CONC P ARKI NG UNP AVED P ARKI NG UNP AVED PARKI NG UNP AVED P ARKI NG UNP AVED P ARKI NG UNP AVED P ARKI NG UNP AVED P ARKI NG UNP AVED P ARKI NG CONC CONC CONC ASP H CONC CONC DECK S TAI RS DECK DECK DECK DECK DECK DECK DECK M. HOME M. HOME P OOL CONC CONC C CONC CONC TANK TANKS TANK TANK P LAYGROUND P UMP AC AC AC AC J ERS EY BARRI ERS J ERS EY BARRI ERS OVERHEAD SI GNALS OVERHEAD S I GNALS AC AC GATE MH MH MH MH MH MH MH MH MH TF P TF P TF P TF P TF P TF P TFP TFP TFP TF P TFP TF P TFP PIPE LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP P LP P LP P LP P LP FH FH FH I NLET I NLETS I NLET I NLET I NLET I NLET I NLET I NLET T S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN S I GN FP CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVE RT CULVERT CULVERT CULVERT CULVERT CUL VE RT CUL VE RT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CUL VE RT CUL VE RT CUL VE RT CUL VE RT CUL VE RT CULVERT CULVERT CULVERTS PP 1-7 PP 1-6 PP 1-5 PP 1-4 PP 1-3 PP 1-2 PATRI CI AB. SI SCO J AMES A. BARRUM RODC. STEWART, e t ux I GC ACQ COMPANY- GAS TEC GARRETT CENTRE, LLC ESTATE OF LOI S HARDY J AMES C. HARDY WESTWI CKBUI LDERS, LTD&CI ERRACONSTRUCTI ON, LP BRI DGES BROWDER ROBERT E. DUFF CHI LDRENS TRUST, et al MOTI VA ENTERPRI SES LLC J BJ REAL ESTATE VENTURES, LLC STEPHEND. ANDGLORI AK. CROOKS ZELDAM. PARKER MOSSER FAMI LYPARTNERSHI P LTD. DI CKERSONM. &MELI NDASCARDI NO RI CHARDF. CI ESLAK COKER MI NI STRI ES J ESS H. YOUNG HI LLTOP VI LLAGE SUBD. P L ANT WATE R WOODCREEK VALLEY SUBD. CRI CKET HOLLOWPARTNERS, LP AKARI CHARDM. SCARDI NO THOMAS M. YOUNG, TRUSTEE AKAZELDADAVI S DCCI CORP. HARLES D. BOYDFAMI LYTRUST & ROBERT C. BOYDFAMI LYTRUST PI STATION = 457+61.64 DELTA = 19 10’ 33.05" (LT) DEGREE OF CURVE = 2 29’ 40.53" TANGENT = 387.98 LENGTH = 768.70 RADIUS = 2,296.80 PC STATION = 453+73.66 PT STATION = 461+42.36 N 82 58 35 . 50 " E PI STATION = 478+20.35 DELTA = 12 45’ 13.65" (LT) DEGREE OF CURVE = 2 35’ 33.25" TANGENT = 246.99 LENGTH RADIUS = 2,210.00 PC STATION = 475+73.36 PT STATION = 480+65.29 N 70 13 2 1 . 85 " E PI STATION = 498+31.50 DELTA = 9 11’ 59.97" (RT) DEGREE OF CURVE = 2 35’ 33.25" TANGENT = 177.81 LENGTH = 354.86 RADIUS = 2,210.00 PC STATION = 496+53.69 PT STATION = 500+08.55 N 79 2 5 2 1 . 8 2 " E PI STATION = 502+25.18 DELTA = 2 58’ 43.94" (LT) DEGREE OF CURVE = 2 35’ 33.25" TANGENT = 57.46 LENGTH = 114.90 RADIUS = 2,210.00 PC STATION = 501+67.71 PT STATION = 502+82.62 4 60 + 0 0 PT 461+42.36 P I 4 65 + 0 0 470 + 0 0 475 + 0 0 PC 475+73.36 480 + 00 PT 480+65.29 PI 485 + 00 4 9 0 + 00 4 95 + 0 0 PC 496+53.69 5 0 0 + 0 0 PT 500+08.55 PI PC 501+67.71 PI = 491.94 PT 502+82.62 END PROJECT STA = 104+50.00 EL = 243.27’ (-)0.1000 % ( - ) 2 . 5000 % L = 586.00’ K = 244 STA = 117+00.00 EL = 212.02’ ( - ) 2 . 5000 % (+)0.0000 % L = 520.00’ K = 208 STA = 193+26.51 EL = 212.02’ (+)0.0000 % (-) 0 . 2000 % STA = 205+00.00 EL = 209.68’ (-) 0 . 2000 % ( + ) 1 . 2254 % L = 240.00’ K = 168 STA = 226+00.00 EL = 235.41’ ( + ) 1 . 2254 % ( + ) 0 . 5180 % L = 150.00’ K = 212 STA = 243+50.00 EL = 244.48’ ( + ) 0 . 5180 % (-) 1 . 24 3 9 % L = 470.00’ K = 267 STA = 250+80.00 EL = 235.40’ ( - ) 1 . 2 439 % ( - ) 3 . 5326 % L = 580.00’ K = 253 STA = 258+20.00 EL = 209.25’ (-) 3 . 5 326 % L = 900.00’ K = 200 STA = 268+20.00 EL = 219.00’ ( + ) 0 . 9746 % (-) 0 . 4990 % L = 800.00’ K = 543 STA = 277+80.00 EL = 214.21’ (- ) 0 . 4990 % ( -) 1 . 4643 % L = 520.00’ K = 539 L = 747.00’ K = 173 L = 707.00’ K = 151 L = 788.00’ K = 136 L = 1,158.00’ K = 153 K = 136 L = 1,204.00’ K = 218 STA = 355+90.00 EL = 270.30’ ( -) 1 . 2022 % ( + ) 2 . 560 4 % L = 680.00’ K = 181 STA = 363+10.00 EL = 288.73’ ( + ) 2 . 5604 % (-) 0 . 3522 % L = 730.00’ K = 251 STA = 382+50.00 EL = 281.90’ (-) 0 . 3522 % (-) 2 . 2545 % L = 488.00’ K = 257 STA = 388+00.00 EL = 269.50’ (-) 2 . 254 5 % L = 400.00’ K = 165 STA = 397+20.00 EL = 271.00’ (+)0.1630 % ( + ) 1 . 6867 % L = 310.00’ K = 203 L = 1,075.00’ 243. 72 STA = 117+00.00 EL = 212.02’ STA = 205+00.00 EL = 209.68’ STA = 226+00.00 EL = 235.41’ STA = 243+50.00 EL = 244.48’ ( + ) 0 . 974 6 % (+)0.1630 % STA = 285+20.00 EL = 203.37’ ( - ) 1 . 4 6 43 % ( + ) 2 . 8599 % STA = 299+95.00 EL = 245.56’ ( + ) 2 . 8 5 99 % (-) 1 . 82 3 2 % STA = 308+00.00 EL = 230.88’ (- ) 1 . 8 232 % ( + ) 3 . 9733 % STA = 318+17.00 EL = 271.29’ ( + ) 3 . 9733 % (-) 3 . 5 889 % STA = 331+50.00 EL = 223.45’ (-) 3 . 5889 % ( + ) 4 . 31 8 1 % STA = 345+30.00 EL = 283.04’ ( + ) 4 . 3 1 8 1 % (-) 1 . 2022 % STA = 429+80.00 EL = 325.98’ ( + ) 1 . 68 67 % ( + ) 4 . 02 2 2 % L = 400.00’ K = 171 STA = 439+40.00 EL = 364.60’ ( + ) 4 . 02 2 2 % K = 218 STA = 446+50.00 EL = 360.94’ L = 410.00’ K = 136 STA = 454+10.00 EL = 380.00’ ( -) 2 . 7133 % L = 1,110.00’ K = 213 STA = 462+72.42 EL = 356.60’ ( + ) 1 . 2 05 4 % L = 612.00’ STA = 475+00.00 EL = 371.40’ ( + ) 1 . 2 054 % ( -) 4 . 04 11 % L = 1,140.00’ K = 217 STA = 487+50.00 EL = 320.88’ (- ) 4 . 041 1 % ( + ) 3 . 0726 % L = 1,000.00’ K = 141 STA = 496+00.00 EL = 347.00’ ( + ) 3 . 07 26 % ( + ) 2 . 5 0 86 % L = 300.00’ K = 532 362 .30 (-) 0 . 5152 % ( + ) 2 . 507 9 % ( + ) 2 . 507 9 % ( - ) 2 . 7133 % (-) 0 . 5152 % L = 990.00’ K = 156 243 .76 243.63 243 .08 242 .28 241 .10 239.68 237 .85 236 .04 233 .57 231 .00 228.51 225 .92 223 .56 221 .14 218.59 216.31 214 .33 212.87 211.70 211.59 211.40 205.36 200.67 200.67 200 .67 200.67 200.67 200.67 200.67 200 .67 200 .67 200.67 200 .67 200 .67 200 .67 200 .67 200 .67 200 .67 200 .67 200 .67 200 .67 200 .67 200 .67 200.67 200 .67 200 .67 200 .67 200 .67 200.67 200 .67 200 .67 200 .67 200.67 200.67 200 .67 200 .67 200 .67 200 .67 200.67 200 .67 200 .67 200 .67 200 .67 200.67 200 .67 200 .67 200 .67 200 .67 200.67 200 .67 200 .67 200 .67 200 .67 200 .67 200 .67 200 .67 200 .67 200.67 200.67 200.67 200.67 200 .67 200 .67 200 .67 200 .67 200.67 210 .42 211.02 211.38 211.47 211.60 211 .91 211 .71 211 .03 210 .55 210 .44 210 .24 210.29 210.51 210.68 210.90 210 .74 210 .54 210 .54 210 .51 210. 37 210. 29 210. 59 211.33 212.58 214.58 216 .68 218 .64 219 .88 220. 98 222. 20 223. 38 224. 74 226.66 228.24 229.55 230 .76 232 .22 233 .28 234. 60 235. 71 236. 35 236. 59 235.73 234.31 234 .05 235 .98 238 .59 239 .73 239 .62 241. 17 242. 60 244. 32 246.40 247.40 248.15 247 .84 247 .88 246 .81 245 .41 243. 24 241. 49 239. 02 237.24 235.31 232.88 229 .75 226 .80 224 .07 221 .44 217. 36 213. 89 211. 62 205 .08 208.62 209 .77 210. 30 212 .01 214. 10 214 .84 215. 94 216 .40 215 .02 212.42 209 .99 210.54 207 .42 207. 48 208 .00 208. 48 208 .46 210. 70 200.67 209 .69 208.59 207 .22 206. 12 204 .14 202. 43 201 .36 203. 18 204 .64 205. 79 208.10 211 .01 213.70 216 .57 220. 31 222 .11 224. 25 227 .41 231. 25 235 .31 235. 67 234.67 235 .34 238. 73 239 .14 236. 21 230 .56 226. 75 219 .85 227. 97 232.15 238. 41 243.09 246 .31 248. 54 250 .07 251. 95 255 .81 258. 29 256 .00 252. 39 252.63 255 .07 256. 56 254 .74 251. 78 247 .10 242. 10 236 .32 230. 53 226.90 224. 39 221.10 220 .63 226. 93 230 .15 236. 83 242 .04 245. 02 248 .56 252 .20 257.90 264 .35 268.77 271 .19 272. 66 274 .35 274. 83 275 .09 275. 27 273.91 272 .19 269.77 268 .73 269. 26 269 .32 269. 89 270 .69 271. 59 273 .19 277 .36 281.98 285 .49 286.43 286. 08 285. 49 284. 55 284. 18 283 .72 282. 98 282 .73 282. 35 282 .82 283. 23 283. 61 283. 40 283. 99 284 .07 283. 84 283 .66 283. 37 282 .57 281. 67 280.59 278. 98 277. 41 275. 28 273. 36 270 .47 269. 05 267 .71 266. 73 266 .06 266. 49 266. 86 267. 40 267. 80 268 .21 268. 97 270 .15 271. 55 272 .70 274. 04 275 .47 278. 28 281. 28 284. 67 286. 77 287 .58 289. 12 289 .94 290. 65 292 .36 293. 59 294.79 296. 80 298. 20 299 .25 300.87 302 .23 303.49 305 .16 306.68 308 .58 310.66 312 .66 314.82 317.25 319.22 321 .18 323.68 326.68 329 .86 333 .42 336.85 340.21 343 .88 347.97 352.52 357.34 360 .04 365.98 364.29 364 .56 360.65 358.36 356.75 354 .53 357.89 363.30 366.16 371 .05 373.80 375.03 374 .24 373.52 372.18 371.27 368 .81 366.47 363.48 360.04 356 .91 355.57 355.09 357 .34 359.65 362.13 363.35 363 .96 364.03 363.99 364 .31 364 .30 363.97 362.66 361 .09 359.74 356.87 353.52 349 .44 345.04 341.27 337 .50 335 .02 332.86 331.24 330 .00 328.44 330.24 330.73 330 .94 331.68 332.77 334 .11 336.95 339.83 342.76 347 .07 349.92 353.10 356.45 358 .96 362.23 105+00 110+00 115+00 120+00 125+00 130+00 135+00 140+00 145+00 150+00 155+00 160+00 165+00 170+00 175+00 180+00 185+00 190+00 195+00 200+00 205+00 210+00 215+00 220+00 225+00 230+00 235+00 240+00 245+00 250+00 255+00 260+00 265+00 270+00 275+00 280+00 285+00 290+00 295+00 300+00 105+00 110+00 115+00 120+00 125+00 130+00 135+00 140+00 145+00 150+00 155+00 160+00 165+00 170+00 175+00 180+00 185+00 190+00 195+00 200+00 205+00 210+00 215+00 220+00 225+00 230+00 235+00 240+00 245+00 250+00 255+00 260+00 265+00 270+00 275+00 280+00 285+00 290+00 295+00 300+00 243 .62 243.49 243 .00 242.11 240 .81 239 .10 236 .99 234.52 232 .02 229 .52 227 .02 224 .52 222 .02 219 .52 217 .11 215.14 213.65 212.64 212.11 212 .02 212.02 212.02 212.02 212 .02 212 .02 212.02 212 .02 212.02 212.02 212 .02 212 .02 212.02 212 .02 212 .02 212 .02 212 .02 212 .02 212 .02 212.02 212 .02 212 .02 212 .02 212 .02 212.02 212 .02 212 .02 212 .02 212 .02 212.02 212 .02 212 .02 212.02 212 .02 212.02 212 .02 212 .02 212 .02 212 .02 212.02 212 .02 212 .02 212 .02 212 .02 212 .02 212 .02 212 .02 212 .02 212 .02 212 .02 212 .02 212 .02 212 .02 212.02 212 .02 212 .02 212 .02 212 .02 212 .02 212 .02 212 .02 212 .02 212 .02 212.02 212.02 212.02 212.02 212 .02 212 .02 212 .02 212 .02 212 .02 212.02 212.02 211.88 211.68 211.48 211 .28 211 .08 210 .88 210 .68 210 .48 210 .28 210.08 209.89 210.10 210 .91 212 .13 213 .35 214 .58 215. 80 217. 03 218. 25 219. 48 220.70 221.93 223.16 224 .38 225 .61 226 .83 228 .06 229. 28 230. 51 231. 73 232.96 234.18 235.28 235 .93 236 .45 236 .96 237 .48 238. 00 238. 52 239. 04 239 .55 240.07 240.59 241 . 11 241 .63 242 .14 242 .66 243. 18 243. 56 243. 58 243.21 242.47 241.37 240 .12 238 .88 237 .40 235 .52 233. 25 230. 59 227. 53 224. 11 220.98 218.35 216 .22 214.59 213. 46 212 .83 212. 71 213 .08 213 .93 214.91 215 .82 216.56 217 .11 217. 48 217 .66 217. 66 217 .47 217. 10 216.60 216 .11 215.61 215 .05 214. 31 213 .38 212. 27 210 .97 209. 52 208 .14 207. 28 206.99 207 .28 208.16 209 .61 211. 63 214 .24 217. 10 219 .96 222. 82 225.68 228. 54 231.40 234 .26 237. 01 239 .15 240. 63 241 .44 241. 60 241 .09 239. 92 238 .17 236. 66 235.88 235 .83 236. 51 237 .94 240. 09 242 .99 246. 61 250 .46 253. 74 256.36 258 .32 259.61 260 .24 260. 21 259 .52 258. 16 256 .14 253. 46 250.13 246. 57 243.02 239 .73 237. 17 235 .34 234. 25 233 .90 234. 28 235 .39 237. 24 239.83 243 .15 247.20 251 .52 255. 84 260 .04 263. 79 267 .09 269. 94 272.32 274 .24 275.71 276 .72 277. 27 277 .36 276. 99 276 .16 274. 99 273 .85 273 .20 273.11 273 .57 274.58 276 .14 278. 26 280 .73 282. 88 284 .62 285. 96 286 .91 287. 45 287 .60 287. 36 287. 01 286. 65 286. 30 285 .95 285. 60 285 .25 284. 89 284 .54 284. 19 283.84 283. 48 283. 13 282. 78 282. 26 281 .34 280. 04 278 .35 276. 26 274 .01 272. 06 270. 71 269. 97 269. 83 269 .99 270. 15 270 .32 270. 48 270 .64 270. 83 271 .42 272. 49 274. 04 275. 72 277. 41 279 .10 280. 78 282 .47 284. 16 285 .84 287. 53 289.22 290. 90 292. 59 294 .28 295. 96 297 .65 299. 34 301 .02 302.71 304 .40 306 .08 307.77 309.46 311.14 312 .83 314.52 316.20 317 .89 319.58 321.26 322 .96 325.06 327.74 331.00 334 .83 338.86 342.88 346 .83 350 .37 353.45 356.08 358 .24 359.95 361.20 361.99 362 .33 362.20 361.82 362 .08 363 .08 364.81 367.16 369 .22 370.81 371.93 372.58 372 .76 372.47 371.71 370 .48 368.78 366.61 364.03 361 .85 360.31 359.41 359.16 359 .54 360.55 361.75 362 .96 364.16 365.26 365.91 366 .10 365.84 365.11 363.92 362 .27 360.16 357.60 354 .57 351.08 347.15 343.11 339 .16 335.83 333.21 331 .30 330 .11 329.62 329.85 330 .79 332.44 334.80 337.78 340 .85 343.90 346.79 349 .49 352 .02 354.53 357.03 359 .54 362.05 200 220 240 260 280 300 320 180 200 220 240 260 280 300 320 180 200 220 240 260 280 300 320 180 100+00 105+00 110+00 115+00 120+00 125+00 130+00 135+00 140+00 145+00 150+00 155+00 160+00 165+00 170+00 175+00 180+00 185+00 190+00 195+00 200+00 205+00 210+00 215+00 220+00 225+00 230+00 235+00 240+00 245+00 250+00 255+00 260+00 265+00 270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00 310+00 315+00 320+00 325+00 330+00 335+00 340+00 345+00 350+00 355+00 360+00 365+00 370+00 375+00 380+00 385+00 390+00 395+00 400+00 405+00 410+00 415+00 420+00 425+00 430+00 435+00 440+00 445+00 450+00 455+00 460+00 465+00 470+00 475+00 480+00 485+00 490+00 495+00 500+00 260 280 300 320 340 360 380 400 260 280 300 320 340 360 380 400 260 280 300 320 340 360 380 400 MATCH LINE STA. 195+50 MATCH LINE STA. 195+50 MATCH LINE STA. 457+50 MATCH LINE STA. 457+50 B B GRADE PROPOSED PROFILE LEFT DITCH PROPOSED RIGHT DITCH PROPOSED GRADE PROPOSED PROFILE RIGHT DITCH PROPOSED LEFT DITCH PROPOSED GRADE PROPOSED PROFILE RIGHT DITCH PROPOSED LEFT DITCH PROPOSED GRADE PROPOSED PROFILE RIGHT DITCH PROPOSED LEFT DITCH PROPOSED GRADE PROPOSED PROFILE RIGHT DITCH PROPOSED LEFT DITCH PROPOSED BENTW A TER DRI V E HUN TERS P O I N T O LD FM 1097 FM 1097 LAK EW OOD OAK S FM 1097 FM 1097 J BK M EM O RI A L DRI V E I NV ERNESS B LU EB I RD AQUA RI U S B LVD P ELI C AN B LVD LONG S T REET ROAD P O I N T LAK ES I D E H I LLS D RI V E LAK E C ON RO E C UD E C EM ETERY ROAD ANDERSON DRI V E T HO M PS ON ROAD HU LON D RI V E W I LLO W D RI V E HO LLY S T REET EAST PECAN STREET PECAN STREET HI LLTO P DRI V E W OODCREEK DRI V E I NTERSTA TE 45 FM 1097 FM 1097 FM 1097 F M 1097 MAIN LANES FRONTAGE ROADS AND RAMPS TURNAROUNDS EXISTING RDWY TO BE REMOVED EXISTING RDWY TO REMAIN EMBANKMENT CONTROL OF ACCESS PROP ROW EXISTING ROW 000000 0L 0L SYMBOLOGY PLANIMETRIC PROPOSED LANE DIRECTIONAL INDICATOR EXISTING LANE DIRECTIONAL INDICATOR DIRECT CONNECTOR DEPRESSED FUTURE RETAINING WALL STRIPING OVERHEAD EXPRESSWAY LANES TEMPORARY CONNECTIONS LEGEND SCALE: 0 100 200 300 400 RDWY. UNDER CONSTRUCTION TRAFFIC COUNT YEAR (2020) DHV HIGH OCCUPANCY VEHICLE RECOMMENDED NOISE ABATEMENT WALL ROAD FARM 1097 LAKE CONROE LAKE CONROE LAKE CONROE LAKE CONROE LAKE CONROE LAKE CONROE LAKE CONROE LAKE CONROE A A ROAD FARM 1097 ROAD FARM 1097 ROAD FARM 1097 ROAD FARM 1097 ROAD FARM 1097 ROAD FARM 1097 ROAD FARM 1097 R .O .W. R. O. W. C L FM 1097 10’ SHLDR. 10’ SHLDR. TRAVEL LANE 12’ TRAVEL LANE 12’ LEFT TURN LANE 16’ TWO-WAY TRAVEL LANE 12’ TRAVEL LANE 12’ 150’ (USUAL) 6 : 1 4 : 1 ( M AX ) 6 : 1 4 : 1 ( M A X ) TYPICAL SECTION B B PROPOSED ROADWAY R. O.W. R. O.W. C L FM 1097 10’ SHLDR. 10’ SHLDR. TRAVEL LANE 12’ TRAVEL LANE 12’ LEFT TURN LANE 16’ TWO-WAY TRAVEL LANE 12’ TRAVEL LANE 12’ 150’ (USUAL) 6 : 1 4 : 1 ( M AX ) 6 : 1 4 : 1 ( M A X ) TYPICAL SECTION B B PROPOSED ROADWAY B B C C R. O.W. R. O.W. C L FM 1097 TRAVEL LANE 12’ TRAVEL LANE 12’ LEFT TURN LANE 16’ TWO-WAY TRAVEL LANE 12’ TRAVEL LANE 12’ 120’ (USUAL) 6 : 1 4 : 1 ( M AX ) 6 : 1 4 : 1 ( M A X ) TYPICAL SECTION C C PROPOSED ROADWAY PT 36 4+91.08 PROP. R.O.W. PROP. R.O.W. PROP. R.O.W. P R O P . R . O . W . PROP. R.O.W. PROP. R.O.W. PROP. R.O.W. PROP. R.O.W. PROP. R.O.W. P R O P . R . O . W . PROP. R.O.W. P R O P . R . O . W . P R O P . R . O . W . P R O P . R . O . W . PROP. R.O.W. PROP. R.O.W. MAIN LANES FRONTAGE ROADS AND RAMPS TURNAROUNDS EXISTING RDWY TO BE REMOVED EXISTING RDWY TO REMAIN EMBANKMENT CONTROL OF ACCESS PROP ROW EXISTING ROW 000000 0L 0L SYMBOLOGY PLANIMETRIC PROPOSED LANE DIRECTIONAL INDICATOR EXISTING LANE DIRECTIONAL INDICATOR DIRECT CONNECTOR DEPRESSED FUTURE RETAINING WALL STRIPING OVERHEAD EXPRESSWAY LANES TEMPORARY CONNECTIONS LEGEND SCALE: 0 100 200 300 400 RDWY. UNDER CONSTRUCTION TRAFFIC COUNT YEAR (2020) DHV HIGH OCCUPANCY VEHICLE RECOMMENDED NOISE ABATEMENT WALL MAIN LANES FRONTAGE ROADS AND RAMPS TURNAROUNDS EXISTING RDWY TO BE REMOVED EXISTING RDWY TO REMAIN EMBANKMENT CONTROL OF ACCESS PROP ROW EXISTING ROW 000000 0L 0L SYMBOLOGY PLANIMETRIC PROPOSED LANE DIRECTIONAL INDICATOR EXISTING LANE DIRECTIONAL INDICATOR DIRECT CONNECTOR DEPRESSED FUTURE RETAINING WALL STRIPING OVERHEAD EXPRESSWAY LANES TEMPORARY CONNECTIONS LEGEND SCALE: 0 100 200 300 400 RDWY. UNDER CONSTRUCTION TRAFFIC COUNT YEAR (2020) DHV HIGH OCCUPANCY VEHICLE RECOMMENDED NOISE ABATEMENT WALL PROJECT LENGTH ROADWAY BRIDGE - 40,284.82 FEET (7.63 MILES) - 33,684.53 FEET (6.38 MILES) - 6600.29 FEET (1.25 MILES) C 2006 MONTGOMERY COUNTY S T A . 1 2 1 + 9 6 .5 3 B E G I N B R I D G E S T A . 186 +77 . 10 E N D BR I D G E STA. 277+16.05 BEGIN B RIDGE STA. 278+35.77 END BRIDGE R.O.W . R. O.W. C L FM 1097 SHLDR. 6’ SHLDR. 6’ TRAVEL LANE 12’ TRAVEL LANE 12’ 80’-100’ (VARIES) R .O .W. R. O.W . C L FM 1097 SHLDR. 6’ SHLDR. 6’ TRAVEL LANE 12’ TRAVEL LANE 12’ 80’-100’ (VARIES) TYPICAL SECTION EXISTING ROADWAY TYPICAL SECTION EXISTING ROADWAY E X I S T . R . O . W . E X I S T . R . O . W . EXIST. R.O.W. EXIST. R.O.W. EXIST. R.O.W. EXIST. R.O.W. EXIST. R.O.W. EXIST. R.O.W. EXIST. R.O.W. EXIST. R.O.W. EXIST. R.O.W. EXIST. R.O.W. EXIST. R.O.W. EXIST. R.O.W. EXIST. R.O.W. EXIST. R.O.W. EXIST. R.O.W. EXIST. R.O.W. EXIST. R.O.W. EXIST. R.O.W. EXIST. R.O.W. EXIST. R.O.W. E X I S T . R . O . W . E X I S T . R . O . W . E X I S T . R . O . W . E X I S T . R . O . W . E X I S T . R . O . W . E X I S T . R . O . W . 10’ SHLDR. 10’ SHLDR. 10’ SHLDR. 10’ SHLDR. COLUMNS 24" DIA. TY C BEAMS PROPOSED BRIDGE EXISTING BRIDGE BENT 12’ TRAVEL LANE 12’ TRAVEL LANE 12’ TRAVEL LANE 12’ TRAVEL LANE RAIL TY T501 PROPOSED TYPICAL SECTION A-A PROPOSED BRIDGE PRELIMINARY DESIGN SCHEMATIC TEXAS DEPARTMENT OF TRANSPORTATION STATE OF TEXAS NOT A BIDDING DOCUMENT FM 1097 B EN T W A TE R D R. 6500 (4700) (700) 1000 (3900) 5500 TRAFFIC VOLUME DIAGRAM 2024 ADT (2004 ADT) FM 1097 AQU A RI U S B L VD. (7700) (900) 1300 (1800) 2600 TRAFFIC VOLUME DIAGRAM 2024 ADT (2004 ADT) 10700 FM 1097 (9000) (700) 1000 (1500) 2100 TRAFFIC VOLUME DIAGRAM 2024 ADT (2004 ADT) 12500 L ONG STR EET FM 1097 (600) 900 (1300) 1800 TRAFFIC VOLUME DIAGRAM 2024 ADT (2004 ADT) 14200 C UD E CE M ETE R Y RD . (10200) FM 1097 (100) 100 (100) 100 TRAFFIC VOLUME DIAGRAM 2024 ADT (2004 ADT) 17500 (12500) A NDE R SON D R. FM 1097 (7100) 9900 TRAFFIC VOLUME DIAGRAM 2024 ADT (2004 ADT) I H -4 5 716 00 (4600) (2100) 3000 (2600) 3600 6400 (51400) (8800) 12200 1" = 10’ VERTICAL 1" = 100’ HORIZONTAL PROFILE SCALE: 1" = 100’ PLAN SCALE: DESIGN SPEED: 60 MPH TO: ONE MILE WEST OF LAKE CONROE FROM: IH-45 CSJ: 1259-01-032 MONTGOMERY COUNTY FM 1097 EXISTING N.G.@ B L EXISTING N.G.@ B L EXISTING N.G.@ B L EXISTING N.G.@ B L EXISTING N.G.@ B L 35’R 35’R 35’R 35’R 25’R PROPOSED ROADWAY LAYOUT SCHEMATIC (FROM WEST OF LAKE CONROE TO IH-45) FM 1097 DESIGN SPEED - 60 MPH PLAN SCALE - 1"=100’ PROFILE SCALE PROFILE SCALE - 1"=100" HORIZONTAL - 1"=10’ VERTICAL 35’R 35’R 35’R 35’R 45’R 35’R 35’R 35’R 35’R 35’R 35’R 35’R 35’R 35’R 35’R 35’R 35’R 35’R 35’R 35’R 35’R 35’R 35’R 35’R 35’R 35’R 35’R 35’R 35’R 35’R PROP. R.O.W. P R O P . R . O . W . PROP. R.O.W. 35’R 35’R 35’R 35’R WS ELEV: WS ELEV: WS ELEV: WS ELEV: WS ELEV: 100 YR = 272.4 50 YR = 272.4 25 YR = 272.3 10 YR = 272.3 100 YR = 234.3 50 YR = 234.3 25 YR = 234.2 10 YR = 234.1 100 YR = 210.4 50 YR = 210.2 25 YR = 209.9 10 YR = 209.4 100 YR = 231.0 50 YR = 231.0 25 YR = 231.0 10 YR = 230.9 100 YR = 225.8 50 YR = 225.3 25 YR = 224.6 10 YR = 224.0 WS ELEV: 100 YR = 283.7 50 YR = 283.7 25 YR = 283.6 10 YR = 283.6 WS ELEV: 100 YR = 267.8 50 YR = 267.7 25 YR = 267.7 10 YR = 267.7 WS ELEV: 100 YR = 356.9 50 YR = 356.9 25 YR = 356.9 10 YR = 356.9 WS ELEV: 100 YR = 358.0 50 YR = 358.0 25 YR = 358.0 10 YR = 358.0 WS ELEV: 100 YR = 332.5 50 YR = 332.0 25 YR = 331.5 10 YR = 330.8 WS ELEV: 100 YR = 334.9 50 YR = 334.5 25 YR = 334.5 10 YR = 334.5 WS ELEV: 100 YR = 333.1 50 YR = 332.2 25 YR = 331.3 10 YR = 330.6 OCTOBER 11, 2006 OCTOBER 11, 2006 PE SERIAL NO 62221 GLEN HOWARD McCABE OCTOBER 2006 SUBJECT TO REVISION PRELIMINARY

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ASPH

DIRT

ASPH PARKING

ASPH PARKING

ASPH PARKING

ASPH PARKING

ASPH PARKING

ASPH PARKING

FOOT BRIDGE

DECK

STAIRS

M.HOME

C

C

CCONC

CONCLAUNCH

OVERHEAD SIGNALOVERHEAD SIGNAL

OVERHEAD SIGNAL

AC

AC

DOCK

DOCK

DOCK

DOCK

DOCK

DOCK

GATE

RIPRAP

RIPRAPRIPRAP

RIPRAP

TFP

TFP

TFP

TFP

TFP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

INLET

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S S

S S

S

SIGNSIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN SIGN

SIGN

SIGN

SIGN

CU

LV

ER

T

CU

LV

ER

T

CULVERT

CULVERT

CULVERT

CULVERT

CULVERT

CULVERT CUL

VE

RT

CULVERT

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3-15PP

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BENTWATER ON THE NORTH SHORE, LTD

BENTWATER JOINT VENTURE

BENTWATER JOINT VENTURE

ROBERT WHORTON, ESTATE

D C RESEARCH & DEVELOPMENT CORP.

SAN JACINTO RIVER AUTHORITY

SAN JACINTO RIVER AUTHORITY

BENTWATER JOINT VENTURE

SAN JACINTO RIVER AUTHORITY

COMMERCIAL RESERVE "A"

1.490 ACRES

RESERVE "B"

0.2698 ACRES

LOT 19

BLOCK FIVE

CLEAR WATER COVE SUBDIVISION

N 87° 24’ 20.39" E

PI STATION = 115+83.90

DELTA = 3° 26’ 10.30" (LT)

DEGREE OF CURVE = 1° 59’ 59.97"

TANGENT = 85.93

LENGTH = 171.81

RADIUS = 2,864.80

PC STATION = 114+97.97

PT STATION = 116+69.78

N 83° 58’ 10.09" E

PI STATION = 120+16.31

DELTA = 3° 26’ 10.30" (RT)

DEGREE OF CURVE = 1° 59’ 59.97"

TANGENT = 85.93

LENGTH = 171.81

RADIUS = 2,864.80

PC STATION = 119+30.37

PT STATION = 121+02.18

N 87° 24’ 20.39" E

PI STATION = 194+54.43

DELTA = 15° 19’ 52.68" (RT)

DEGREE OF CURVE = 0° 59’ 59.99"

TANGENT = 771.17

LENGTH = 1,533.14

RADIUS = 5,729.60

PC STATION = 186+83.26

PT STATION = 202+16.39

105+00 110+00

PC 114

+97.97

115+00

PT 116

+69.78

PI

PC 119

+30.37

120+00

PT 121

+02.18

PI

125+00 130+00 135+00 140+00 145+00 150+00 155+00 160+00 165+00 170+00 175+00 180+00 185+00

PC 186

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190+00

195+00

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M.HOME

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GATE

GATE GATE

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GATEGATE

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GATE GATE

GATE

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GATE

GATE

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PIPE

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LP

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LP

LP

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LP

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LPLP

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SAN JACINTO RIVER AUTHORITY

SAN JACINTO RIVER AUTHORITY

GARY RICHARDSON, TRUSTEE NORTH SHORE REALTY, INC.SIXTY-FOUR LAKE CONROEREAL ESTATE INVESTMENT

FRANCES L. HAUGENKENNETH & LAVERN BASS

WELLS FARGO BANK TEXAS, N.A.

JESS H. YOUNGJUST STUFF, INC. JUST STUFF, INC.

WELLS FARGO BANK NA, TRUSTEE

KYLE TONESDEPADO PARTNERS, LTD JOHN R. & BEATRICE KLEIMANN

GOETHE INGLET FAMILY PARTNERS, LTD. SAN JACINTO RIVER AUTHORITY

SAN JACINTO RIVER AUTHORITY

ROBERT R. & LAURA BUCKMANTIARA’S COVE LIMITED PARTNERSHIP

GSG&T, INC.

HOWARD P. BONEBRAKE, et ux

PEGGY PETERS MOSELEY, 17.45 ACRES

H.D. JORDAN, et ux

GSG&T, INC.

F & M SALES, INC.

GSG&T, INC. TEXAS NATIONAL

INVESTMENT CORPORATION

DOUG RASSINIER

JEANNIE HOLLEY

JOSEPH BACHMANN,et ux

RICHARD HOOKER,et ux

NAZEK J.

BESEISSO

NAZEK J.

BESEISSOBRENDA REED,

et vir

TOM F. NOBLE,

et uxBOBBY J.

BOSTIAN,

et ux

BOBBY J.BOSTIAN,

et ux

BOBBY J.

BOSTIAN,

et ux

BOBBY J.

BOSTIAN,

et ux

10756 FM 1097

LAND TRUST

ENRIQUE

RAMIREZ,

et uxJIMMY LEE

BRENT, et ux

RICHARD C.

HENDERSON, et ux

YOULANDA GILLKIENE & MATTHEWKIENE

CHARLES C.

ELLIOTT

CHARLES

CHRISTOPHER

ELLIOTT

CHARLES

CHRISTOPHER

ELLIOTT

CHARLES

CHRISTOPHER

ELLIOTT

FISCALLY FIT

INVESTMENTS,

LLC

FISCALLY FIT

INVESTMENTS,

LLC

HAREL J.

SHELTON, JR.,

et ux

MANUEL

MONTALVO,

et ux

JOHN SEXTON, et uxDORIAN

BIENEK,

et ux

RIVERSTONE

CONSTRUCTION,

INC.

BESS CONSTRUCTION, INC.JOSEPH NAGY

BESS

CONSTRUCTION,

INC.

BILL J.

JAKOBEIT,

et ux

JOSEPH NAGY,

et uxJOHN W.

PARSLEY

JOHN W.

PARSLEY

ALFRED L.

BEASLEY, et ux

H. D. JORDAN,

et ux

H. D. JORDAN,

et ux

SAM RAYMONDBONNER, et ux

RONDAH JEANNE

IRVING-PHELPS

RONDAH JEANNE

IRVING-PHELPSLOU-WHO

INVESTMENTS,INC.

JESS H. YOUNG

ADDISON SMITH

FUNERAL HOME, INC.

RANDAL ARLAN HENDRICKS, TRUSTEE

FIRST BANK OF CONROE, NA

WILLIE JOSEY

GLEN M. HENSON &

PATRICK MORSE

EDWARD P. WONG

TIMOTHY COOPER, et uxJOHN B. WILLIAMSON

DAWN 1097, LLC

JOHN I. WILLIAMSON

FREDERICK E. BOSWORTH

JEFFREY L. PETERS RONALD E. BOUGERE &KATHERINE ANN BOUGERE

RONALD E. BOUGERE &KATHERINE ANN BOUGERE

BERNARD A. TOMASELLO

ROCKEY LE BUTLER, et al

CHARLSIE CAYWOOD

SAM & SHERRY REINA

CHARLES CHATMAN

ROCKEY LE BUTLER

ROCKEY LE BUTLER

ROSS A. & BARI L. PATERNOSTER

MAKTEL DEVELOPMENT,INC.

FORTUNE EXPLORATION

JERRY MICAH SLAUGHTER &BRIAN B. SMITH

ROBERT PARKER LENK, et ux

ZENIA VIVIAN KITOWSKI, et alJORGE DELGADO, et ux

BD&G LEASING SERVICES, LLCJEROME L. GREGUREK

WENDY WELSH GOEBEL

J. MICHAEL FRANKLIN DRY DOCK, LTDHAIR EXTRAVAGANZA,et al

MICHAEL G. LUCAS

MARCUS D.MAHAFFEY,

et ux

HARRY L.

WESTMORELAND,

JR., et al

JAMESLEWIS

PREATHER

JAMES L.PREATHER

NORTH SHORE MARINA LIMITED

SAN JACINTO RIVER AUTHORITY

CYA 1097, LTD.

CYA 1097, LTD.

PATTEN CORPORATION SOUTHWEST

JOSEPH RANIERI, et ux

CYA 1097, LTD.

WILLIAM C. SCHMIDT, et uxWILLIAM SCHMIDT,et ux

BETHLEHEM BAPTISTCHURCH OF WILLISRANDAL WOODARD

JOHN R. KLEIMANN, et ux

MIKE CUADRA

John R. Kleimann & Beatrice G. Kleimann

MARY SURGES, et al

ERNEST NICKSON

THIRTY-TWO REAL ESTATE INVESTMENT, LTD. ALLEN ACQUISITIONS, LTD

JESS H. YOUNG& ALAN ARSHT

LAKEWOOD ON LAKE CONROE

BRIDGEPOINT

LAKE CONROE HILLS

LAKESIDE PLACE SUBD.

HULON LAKES SUBD.

HULON LAKES SUBD.

PELICAN BAY SUBD.

POINT AQUARIUS SUBD.

492-00-1881SERGIUS SCHULTZ, et uxCHARLES CHRISTOPHER

ROBIN WILLIAM WALKER, et al PATRICIA B. SISCO

RICHARD HOOKER, et ux CYNTHIA S. HOOKER

& ALAN ARSHT

MICHAEL G. LUCAS

AKA, ZENIA VIVIAN POWERS

PAUL L. BACON SR. & SUZANNE

FANNIE G. JORDON, 1.0 ACRES

DAWN 1097, LLC

INVESTMENT CORPORATIONTEXAS NATIONALEDWARD P. WONG

1.0 AC

1.5 AC

Trustees of the Kleimann Family Revocable Trust

John R. Kleimann&

Beatrice G. Kleimann

Trustees of the

Kleimann Family Revocable Trust

LOT 1, BLOCK 1, BRIDGEPOINT, SECTION 1 LOT 1, BLOCK 2, BRIDGEPOINT, SECTION 1

DEPADO PARTNERS, LTD

SMITH MEMORIAL PARK

EXISTING ROW CABINET I, PG. 13 M.C.M.R.

EXISTING ROW VOL. 291, PG. 293 M.C.D.R.

CAROLYN A. LEVEE, A.K.A. CAROLYN A. GAENG

S 77° 15’ 46.93" E

PI STATION = 229+05.53

DELTA = 4° 04’ 03.07" (LT)

DEGREE OF CURVE = 0° 59’ 59.99"

TANGENT = 203.46

LENGTH = 406.75

RADIUS = 5,729.60

PC STATION = 227+02.06

PT STATION = 231+08.82

S 81° 19’ 50.00" E

PI STATION = 235+68.23

DELTA = 4° 20’ 15.78" (RT)

DEGREE OF CURVE = 0° 59’ 59.99"

TANGENT = 216.99

LENGTH = 433.77

RADIUS = 5,729.60

PC STATION = 233+51.24

PT STATION = 237+85.01

S 76° 59’ 34.22" E

PI STATION = 270+54.18

DELTA = 1° 14’ 10.13" (LT)

DEGREE OF CURVE = 0° 59’ 59.99"

TANGENT = 61.81

LENGTH = 123.62

RADIUS = 5,729.60

PC STATION = 269+92.37

PT STATION = 271+15.99

S 78° 13’ 44.35" ES 78° 13’ 08.69" E

PI STATION = 298+27.62

DELTA = 0° 16’ 37.80" (LT)

DEGREE OF CURVE = 0° 29’ 59.99"

TANGENT = 27.72

LENGTH = 55.43

RADIUS = 11,459.20

PC STATION = 297+99.91

PT STATION = 298+55.34

S 78° 29’ 46.50" E

PI STATION = 316+94.68

DELTA = 1° 22’ 00.00" (RT)

DEGREE OF CURVE = 0° 29’ 59.99"

TANGENT = 136.67

LENGTH = 273.33

RADIUS = 11,459.20

PC STATION = 315+58.00

PT STATION = 318+31.34

S 77° 07’ 46.50" E S 77° 05’ 09.67" E

PI STATION = 331+90.44

DELTA = 0° 20’ 00.00" (LT)

DEGREE OF CURVE = 0° 29’ 59.99"

TANGENT = 33.33

LENGTH = 66.67

RADIUS = 11,459.20

PC STATION = 331+57.10

PT STATION = 332+23.77

S 77° 25’ 09.68" E

PI STATION = 344+72.44

DELTA = 0° 35’ 42.27" (LT)

DEGREE OF CURVE = 0° 29’ 59.99"

TANGENT = 59.51

LENGTH = 119.02

RADIUS = 11,459.20

PC STATION = 344+12.94

PT STATION = 345+31.95

S 78° 00’ 51.95" E

PI STATION = 359+46.82

DELTA = 0° 49’ 00.00" (RT)

DEGREE OF CURVE = 0° 04’ 30.09"

TANGENT = 544.27

LENGTH = 1,088.53

RADIUS = 76,369.00

PC STATION = 354+02.55

PT STATION = 364+91.07

S 77° 11’ 51.95" E

PI STATION = 377+24.07

DELTA = 2° 06’ 00.00" (RT)

DEGREE OF CURVE = 0° 14’ 59.98"

TANGENT = 420.06

LENGTH = 840.02

RADIUS = 22,918.80

PC STATION = 373+04.02

PT STATION = 381+44.03

S 75° 05’ 51.95" E

PI STATION = 385+48.21

DELTA = 0° 10’ 44.21" (LT)

DEGREE OF CURVE = 0° 29’ 59.99"

TANGENT = 17.89

LENGTH = 35.79

RADIUS = 11,459.20

PC STATION = 385+30.32

PT STATION = 385+66.11

S 75° 16’ 36.15" E

PI STATION = 403+93.87

DELTA = 2° 54’ 48.66" (LT)

DEGREE OF CURVE = 0° 59’ 59.99"

TANGENT = 145.71

LENGTH = 291.35

RADIUS = 5,729.60

PC STATION = 402+48.16

PT STATION = 405+39.52

S 78° 11’ 24.81" E

PI STATION = 432+97.52

DELTA = 0° 20’ 33.35" (RT)

DEGREE OF CURVE = 0° 29’ 59.99"

TANGENT = 34.26

LENGTH = 68.52

RADIUS = 11,459.20

PC STATION = 432+63.26

PT STATION = 433+31.78

S 77° 50’ 51.45" E

200+00

PT 202

+16.39

205+00 210+00 215+00 220+00 225+00

PC 227

+02.06

230+00

PT 231

+08.82

PI

PC 233

+51.24

235+00

PT 237

+85.01

PI

240+00 245+00 250+00 255+00 260+00 265+00

PC 269

+92.37

270+00

PT 271

+15.99

PI

275+00 280+00 285+00 290+00

PO

T 292

+85.35

295+00

PC 297

+99.91

PT 298

+55.34

PI 300+00 305+00 310+00 315+00

PC 315

+58.00

PT 318

+31.34

PI

320+00

PO

T 321

+06.41

325+00 330+00

PC 331

+57.10

PT 332

+23.77

PI

335+00 340+00

PC 344

+12.94

345+00

PT 345

+31.95

PI

350+00

PC 354

+02.55

355+00 360+00

PT 364

+91.07

PI

365+00 370+00

PC 373

+04.02

375+00380+00

PT 381

+44.03

PI

385+00

PC 385

+30.32

PT 385

+66.11

PI

390+00

395+00

400+00

PC 402

+48.16

405+00

PT 405

+39.52

PI

410+00 415+00 420+00 425+00 430+00

PC 432

+63.26

PT 433

+31.78

PI

435+00 440+00 445+00 450+00

PC 453

+73.66

455+00

ASPH

DI

RT

DI

RT

CONC

CONC

DIRT

CONC

ASPH

DI

RT DI

RT

DI

RT

DIRT

DIRT

DI

RT

DIRT

DIRT

CONC

ASPH

ASPH

CONC

CONC

ASPH PARKING

ASPH PARKING

CONC PARKING

CONC PARKING

ASPH PARKING

CONC PARKING

ASPH PARKING

CONC PARKING

ASPH PARKING

CONC PARKING

CONC PARKING

CONC PARKING

UNPAVED PARKING

UNPAVED PARKING

UNPAVED PARKING

UNPAVED PARKING

UNPAVED PARKING

UNPAVED PARKING

UNPAVED PARKING

CONC

CONC

CONC

ASPH

CONC

CONC

DECK

STAIRS

DECK

DECK

DECKDECK

DECK

DECK

DECK

M.HOME

M.HOME

POOLCONC

CONC

C

CONC

CONC

TANK

TANKS

TANK

TANK

PLAYGROUND

PUMP

ACAC

ACAC

JERSEY BARRIERS

JERSEY BARRIERS

OVERHEAD SIGNALS

OVERHEAD SIGNALS

AC AC

GATE

MH

MH

MH

MH

MH

MH

MH

MH

MH

U

U

U

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

PIPE

LP

LP

LP

LP

LP

LP

LP

LP LP

LPLP

LP

LP

LP

LP

LP

LP

LPLP

LP

LP

LPLP

LP

LP

LP

LP

LP

LP

LP

LP

LP

PLP

PLPPLP

PLP

FH

FH

FH

INLET

INLETS

INLET

INLET

INLET

INLET

INLET

INLET

T

SS

S

S

S

S

S

S

S

S

SS SS

S

S

SS S S

SS

S

S

S

S

S

S

S

S

S

S

SSS

S

S

S

S

SSS

S

S

S

S

S

S S

S

SSS

S

S

S

S

S

S

S

S

SS

SSS

S

S

S

S

SS

SS

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN SIGN

SIGN

SIGN

SIGNSIGN

SIGN SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN SIGN

SIGNSIGN

SIGN

SIGN

SIGN

SIGN

SIGNSIGN

SIGN

SIGNSIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGNSIGN

SIGNSIGN

SIGN

SIGN

SIGN

FP

CULVERT

CULVERT

CULVERT

CULVERT

CU

LV

ER

T

CULVERT

CULVERT CULVERT

CULVERT

CULVERTCULVERT

CULVERT

CULVERT

CULVERTCULVERT

CU

LV

ER

T

CU

LV

ER

T

CU

LV

ER

T CU

LV

ER

T

CU

LV

ER

T

CULVERTCULVERT

CULVERTCULVERT

CULVERT

CULVERT

CULVERT

CULVERT

CU

LV

ER

TS

PP

1-7

PP

1-6

PP

1-5

PP

1-4

PP

1-3

PP

1-2

PATRICIA B.SISCO

JAMES A. BARRUM

ROD C. STEWART, et ux

IGC ACQCOMPANY-GAS TEC

GARRETT CENTRE, LLC

ESTATE OF LOIS HARDY

JAMES C. HARDY

WESTWICK BUILDERS, LTD & CIERRA CONSTRUCTION, LP

BRIDGES BROWDER

ROBERT E. DUFFCHILDREN’S TRUST,et al

MOTIVAENTERPRISES

LLCJBJ REAL ESTATE VENTURES, LLC

STEPHEN D. AND GLORIA K. CROOKS

ZELDA M. PARKER

MOSSER FAMILY PARTNERSHIP LTD.

DICKERSON M. & MELINDA SCARDINO

RICHARD F. CIESLAK

COKERMINISTRIES

JESS H. YOUNG

HILLTOP V

ILLAG

E SUBD.

PLANT

WATER

WO

ODCREEK VA

LLEY SUBD.

CRICKET HOLLOW PARTNERS, LP

AKA RICHARD M. SCARDINO

THOMAS M. YOUNG, TRUSTEE

AKA ZELDA DAVIS

DCCI CORP.

HARLES D. BOYD FAMILY TRUST

&

ROBERT C. BOYD FAMILY TRUST

PI STATION = 457+61.64

DELTA = 19° 10’ 33.05" (LT)

DEGREE OF CURVE = 2° 29’ 40.53"

TANGENT = 387.98

LENGTH = 768.70

RADIUS = 2,296.80

PC STATION = 453+73.66

PT STATION = 461+42.36

N 82° 58’ 35.50" E

PI STATION = 478+20.35

DELTA = 12° 45’ 13.65" (LT)

DEGREE OF CURVE = 2° 35’ 33.25"

TANGENT = 246.99

LENGTH

RADIUS = 2,210.00

PC STATION = 475+73.36

PT STATION = 480+65.29

N 70° 13’ 21.85"

E

PI STATION = 498+31.50

DELTA = 9° 11’ 59.97" (RT)

DEGREE OF CURVE = 2° 35’ 33.25"

TANGENT = 177.81

LENGTH = 354.86

RADIUS = 2,210.00

PC STATION = 496+53.69

PT STATION = 500+08.55

N 79° 25’ 21.82" E

PI STATION = 502+25.18

DELTA = 2° 58’ 43.94" (LT)

DEGREE OF CURVE = 2° 35’ 33.25"

TANGENT = 57.46

LENGTH = 114.90

RADIUS = 2,210.00

PC STATION = 501+67.71

PT STATION = 502+82.62

460+00

PT 461

+42.36

PI

465+00

470+00

475+00

PC 475

+73.36

480+00

PT 480

+65.29

PI

485+00

490+00

495+00

PC 496

+53.69

500+00

PT 500

+08.55

PI

PC 501

+67.71

PI

= 491.94

PT 502

+82.62

EN

D

PR

OJ

EC

T

STA = 104+50.00

EL = 243.27’

(-)0.1000 % (-)2.5000 %

L = 586.00’

K = 244

STA = 117+00.00

EL = 212.02’

(-)2.5000 % (+)0.0000 %

L = 520.00’

K = 208

STA = 193+26.51

EL = 212.02’

(+)0.0000 % (-)0.2000 %

STA = 205+00.00

EL = 209.68’

(-)0.2000 % (+)1.2254

%

L = 240.00’

K = 168

STA = 226+00.00

EL = 235.41’

(+)1.2254

% (+)0.5180 %

L = 150.00’

K = 212

STA = 243+50.00

EL = 244.48’

(+)0.5180 % (-)1.2439 %

L = 470.00’

K = 267

STA = 250+80.00

EL = 235.40’

(-)1.2439 % (-)3.5326 %

L = 580.00’

K = 253

STA = 258+20.00

EL = 209.25’

(-)3.5326 %

L = 900.00’

K = 200

STA = 268+20.00

EL = 219.00’

(+)0.9746 % (-)0.4990 %

L = 800.00’

K = 543 STA = 277+80.00

EL = 214.21’

(-)0.4990 % (-)1.4643 %

L = 520.00’

K = 539

L = 747.00’

K = 173

L = 707.00’

K = 151

L = 788.00’

K = 136

L = 1,158.00’

K = 153

K = 136

L = 1,204.00’

K = 218STA = 355+90.00

EL = 270.30’

(-)1.2022 % (+)2.5

604 %

L = 680.00’

K = 181

STA = 363+10.00

EL = 288.73’

(+)2.5

604 % (-)0.3522 %

L = 730.00’

K = 251

STA = 382+50.00

EL = 281.90’

(-)0.3522 % (-)2.2545 %

L = 488.00’

K = 257

STA = 388+00.00

EL = 269.50’

(-)2.2545 %

L = 400.00’

K = 165

STA = 397+20.00

EL = 271.00’

(+)0.1630 % (+)1.686

7 %

L = 310.00’

K = 203

L = 1,075.00’

243.72

STA = 117+00.00

EL = 212.02’ STA = 205+00.00

EL = 209.68’

STA = 226+00.00

EL = 235.41’

STA = 243+50.00

EL = 244.48’

(+)0.9746 %

(+)0.1630 %

STA = 285+20.00

EL = 203.37’

(-)1.4643 % (+)2.8

599 %

STA = 299+95.00

EL = 245.56’

(+)2.8

599 % (-)1.8232 %

STA = 308+00.00

EL = 230.88’

(-)1.8232 % (+)3.9

733

%

STA = 318+17.00

EL = 271.29’

(+)3.9

733

% (-)3.5889 %

STA = 331+50.00

EL = 223.45’

(-)3.5889 % (+)4.3

181

%

STA = 345+30.00

EL = 283.04’

(+)4.3

181

%(-)1.2022 %

STA = 429+80.00

EL = 325.98’

(+)1.686

7 %(+)4.0

222

%

L = 400.00’

K = 171

STA = 439+40.00

EL = 364.60’

(+)4.0

222

%

K = 218

STA = 446+50.00

EL = 360.94’

L = 410.00’

K = 136

STA = 454+10.00

EL = 380.00’

(-)2.7133 %

L = 1,110.00’

K = 213

STA = 462+72.42EL = 356.60’

(+)1.2054

%

L = 612.00’

STA = 475+00.00

EL = 371.40’

(+)1.2054

% (-)4.0411 %

L = 1,140.00’

K = 217

STA = 487+50.00

EL = 320.88’

(-)4.0411 % (+)3.0

726

%

L = 1,000.00’

K = 141

STA = 496+00.00

EL = 347.00’

(+)3.0

726

%(+)

2.5086

%

L = 300.00’

K = 532

362.30

(-)0.5152 % (+)2.5

079 %

(+)2.5

079 %

(-)2.7133 %

(-)0.5152 %

L = 990.00’

K = 156

243.76

243.63

243.08

242.28

241.10

239.68

237.85

236.04

233.57

231.00

228.51

225.92

223.56

221.14

218.59

216.31

214.33

212.87

211.70

211.59

211.40

205.36

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

200.67

210.42

211.02

211.38

211.47

211.60

211.91

211.71

211.03

210.55

210.44

210.24

210.29

210.51

210.68

210.90

210.74

210.54

210.54

210.51

210.37

210.29

210.59

211.33

212.58

214.58

216.68

218.64

219.88

220.98

222.20

223.38

224.74

226.66

228.24

229.55

230.76

232.22

233.28

234.60

235.71

236.35

236.59

235.73

234.31

234.05

235.98

238.59

239.73

239.62

241.17

242.60

244.32

246.40

247.40

248.15

247.84

247.88

246.81

245.41

243.24

241.49

239.02

237.24

235.31

232.88

229.75

226.80

224.07

221.44

217.36

213.89

211.62

205.08

208.62

209.77

210.30

212.01

214.10

214.84

215.94

216.40

215.02

212.42

209.99

210.54

207.42

207.48

208.00

208.48

208.46

210.70

200.67

209.69

208.59

207.22

206.12

204.14

202.43

201.36

203.18

204.64

205.79

208.10

211.01

213.70

216.57

220.31

222.11

224.25

227.41

231.25

235.31

235.67

234.67

235.34

238.73

239.14

236.21

230.56

226.75

219.85

227.97

232.15

238.41

243.09

246.31

248.54

250.07

251.95

255.81

258.29

256.00

252.39

252.63

255.07

256.56

254.74

251.78

247.10

242.10

236.32

230.53

226.90

224.39

221.10

220.63

226.93

230.15

236.83

242.04

245.02

248.56

252.20

257.90

264.35

268.77

271.19

272.66

274.35

274.83

275.09

275.27

273.91

272.19

269.77

268.73

269.26

269.32

269.89

270.69

271.59

273.19

277.36

281.98

285.49

286.43

286.08

285.49

284.55

284.18

283.72

282.98

282.73

282.35

282.82

283.23

283.61

283.40

283.99

284.07

283.84

283.66

283.37

282.57

281.67

280.59

278.98

277.41

275.28

273.36

270.47

269.05

267.71

266.73

266.06

266.49

266.86

267.40

267.80

268.21

268.97

270.15

271.55

272.70

274.04

275.47

278.28

281.28

284.67

286.77

287.58

289.12

289.94

290.65

292.36

293.59

294.79

296.80

298.20

299.25

300.87

302.23

303.49

305.16

306.68

308.58

310.66

312.66

314.82

317.25

319.22

321.18

323.68

326.68

329.86

333.42

336.85

340.21

343.88

347.97

352.52

357.34

360.04

365.98

364.29

364.56

360.65

358.36

356.75

354.53

357.89

363.30

366.16

371.05

373.80

375.03

374.24

373.52

372.18

371.27

368.81

366.47

363.48

360.04

356.91

355.57

355.09

357.34

359.65

362.13

363.35

363.96

364.03

363.99

364.31

364.30

363.97

362.66

361.09

359.74

356.87

353.52

349.44

345.04

341.27

337.50

335.02

332.86

331.24

330.00

328.44

330.24

330.73

330.94

331.68

332.77

334.11

336.95

339.83

342.76

347.07

349.92

353.10

356.45

358.96

362.23

105+00 110+00 115+00 120+00 125+00 130+00 135+00 140+00 145+00 150+00 155+00 160+00 165+00 170+00 175+00 180+00 185+00 190+00 195+00 200+00 205+00 210+00 215+00 220+00 225+00 230+00 235+00 240+00 245+00 250+00 255+00 260+00 265+00 270+00 275+00 280+00 285+00 290+00 295+00 300+00105+00 110+00 115+00 120+00 125+00 130+00 135+00 140+00 145+00 150+00 155+00 160+00 165+00 170+00 175+00 180+00 185+00 190+00 195+00 200+00 205+00 210+00 215+00 220+00 225+00 230+00 235+00 240+00 245+00 250+00 255+00 260+00 265+00 270+00 275+00 280+00 285+00 290+00 295+00 300+00

243.62

243.49

243.00

242.11

240.81

239.10

236.99

234.52

232.02

229.52

227.02

224.52

222.02

219.52

217.11

215.14

213.65

212.64

212.11

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

212.02

211.88

211.68

211.48

211.28

211.08

210.88

210.68

210.48

210.28

210.08

209.89

210.10

210.91

212.13

213.35

214.58

215.80

217.03

218.25

219.48

220.70

221.93

223.16

224.38

225.61

226.83

228.06

229.28

230.51

231.73

232.96

234.18

235.28

235.93

236.45

236.96

237.48

238.00

238.52

239.04

239.55

240.07

240.59

241.11

241.63

242.14

242.66

243.18

243.56

243.58

243.21

242.47

241.37

240.12

238.88

237.40

235.52

233.25

230.59

227.53

224.11

220.98

218.35

216.22

214.59

213.46

212.83

212.71

213.08

213.93

214.91

215.82

216.56

217.11

217.48

217.66

217.66

217.47

217.10

216.60

216.11

215.61

215.05

214.31

213.38

212.27

210.97

209.52

208.14

207.28

206.99

207.28

208.16

209.61

211.63

214.24

217.10

219.96

222.82

225.68

228.54

231.40

234.26

237.01

239.15

240.63

241.44

241.60

241.09

239.92

238.17

236.66

235.88

235.83

236.51

237.94

240.09

242.99

246.61

250.46

253.74

256.36

258.32

259.61

260.24

260.21

259.52

258.16

256.14

253.46

250.13

246.57

243.02

239.73

237.17

235.34

234.25

233.90

234.28

235.39

237.24

239.83

243.15

247.20

251.52

255.84

260.04

263.79

267.09

269.94

272.32

274.24

275.71

276.72

277.27

277.36

276.99

276.16

274.99

273.85

273.20

273.11

273.57

274.58

276.14

278.26

280.73

282.88

284.62

285.96

286.91

287.45

287.60

287.36

287.01

286.65

286.30

285.95

285.60

285.25

284.89

284.54

284.19

283.84

283.48

283.13

282.78

282.26

281.34

280.04

278.35

276.26

274.01

272.06

270.71

269.97

269.83

269.99

270.15

270.32

270.48

270.64

270.83

271.42

272.49

274.04

275.72

277.41

279.10

280.78

282.47

284.16

285.84

287.53

289.22

290.90

292.59

294.28

295.96

297.65

299.34

301.02

302.71

304.40

306.08

307.77

309.46

311.14

312.83

314.52

316.20

317.89

319.58

321.26

322.96

325.06

327.74

331.00

334.83

338.86

342.88

346.83

350.37

353.45

356.08

358.24

359.95

361.20

361.99

362.33

362.20

361.82

362.08

363.08

364.81

367.16

369.22

370.81

371.93

372.58

372.76

372.47

371.71

370.48

368.78

366.61

364.03

361.85

360.31

359.41

359.16

359.54

360.55

361.75

362.96

364.16

365.26

365.91

366.10

365.84

365.11

363.92

362.27

360.16

357.60

354.57

351.08

347.15

343.11

339.16

335.83

333.21

331.30

330.11

329.62

329.85

330.79

332.44

334.80

337.78

340.85

343.90

346.79

349.49

352.02

354.53

357.03

359.54

362.05

200

220

240

260

280

300

320

180

200

220

240

260

280

300

320

180

200

220

240

260

280

300

320

180

100+00 105+00 110+00 115+00 120+00 125+00 130+00 135+00 140+00 145+00 150+00 155+00 160+00 165+00 170+00 175+00 180+00 185+00 190+00 195+00 200+00 205+00 210+00 215+00 220+00 225+00 230+00 235+00 240+00 245+00 250+00 255+00 260+00 265+00 270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00 310+00 315+00 320+00 325+00 330+00 335+00 340+00 345+00 350+00 355+00 360+00 365+00 370+00 375+00 380+00 385+00 390+00 395+00 400+00 405+00 410+00 415+00 420+00 425+00 430+00 435+00 440+00 445+00 450+00 455+00 460+00 465+00 470+00 475+00 480+00 485+00 490+00 495+00 500+00

260

280

300

320

340

360

380

400

260

280

300

320

340

360

380

400

260

280

300

320

340

360

380

400

MA

TC

H

LI

NE

ST

A. 195

+50

MA

TC

H

LI

NE

ST

A. 195

+50

MA

TC

H

LI

NE

ST

A. 457

+50

MA

TC

H

LI

NE

ST

A. 457

+50

B

B

GRADE

PROPOSED PROFILE

LEFT DITCH

PROPOSED

RIGHT DITCH

PROPOSED

GRADE

PROPOSED PROFILE

RIGHT DITCH

PROPOSED

LEFT DITCH

PROPOSED

GRADE

PROPOSED PROFILE

RIGHT DITCH

PROPOSED

LEFT DITCH

PROPOSED

GRADE

PROPOSED PROFILE

RIGHT DITCH

PROPOSED

LEFT DITCH

PROPOSED

GRADE

PROPOSED PROFILE

RIGHT DITCH

PROPOSED

LEFT DITCH

PROPOSED

BE

NT

WA

TE

R

DRIV

E

HU

NT

ER

S

POIN

T

OL

D F

M 10

97

FM 1097

LA

KE

WO

OD

OA

KS

FM 1097

FM 1097

JB

K

ME

MO

RIA

L

DRIV

E

INV

ER

NE

SS

BL

UE

BIR

D

AQ

UA

RIU

S

BL

VD

PE

LIC

AN

BL

VD

LO

NG

ST

RE

ET

RO

AD

POIN

T

LA

KE

SID

E

HIL

LS

DRIV

E

LA

KE

CO

NR

OE

CU

DE

CE

ME

TE

RY

RO

AD

AN

DE

RS

ON

DRIV

E

TH

OM

PS

ON

RO

AD

HU

LO

N

DRIV

E

WIL

LO

W

DRIV

E

HO

LL

Y

ST

RE

ET

EAST PECAN STREET

PECAN STREET

HIL

LT

OP

DRIV

E

WO

OD

CR

EE

K

DRIV

E

INT

ER

ST

AT

E

45

FM 1097

FM 1097

FM 1097

FM 1097

MAIN LANES

FRONTAGE ROADS AND RAMPS

TURNAROUNDS

EXISTING RDWY TO BE REMOVED

EXISTING RDWY TO REMAIN

EMBANKMENT

CONTROL OF ACCESS

PROP ROW

EXISTING ROW

000000

0L

0L

SYMBOLOGY

PLANIMETRIC

PROPOSED LANE DIRECTIONAL INDICATOR

EXISTING LANE DIRECTIONAL INDICATOR

DIRECT CONNECTOR

DEPRESSED

FUTURE

RETAINING WALL

STRIPING

OVERHEAD EXPRESSWAY LANES

TEMPORARY CONNECTIONS

LEGEND

SCALE:0 100 200 300 400

RDWY. UNDER CONSTRUCTION

TRAFFIC COUNT YEAR (2020) DHV

HIGH OCCUPANCY VEHICLE

RECOMMENDED NOISE ABATEMENT WALL

ROAD

FARM

1097

LAKE CONROE

LAKE CONROE

LAKE CONROE LAKE CONROE

LAKE CONROE

LAKE CONROE LAKE CONROE

LAKE CONROE

A

AROAD

FARM

1097

ROAD

FARM

1097ROAD

FARM

1097

ROAD

FARM

1097

ROAD

FARM

1097

ROAD

FARM

1097

ROAD

FARM

1097

R.

O.

W.

R.

O.

W.

CL FM 1097

10’ SHLDR. 10’ SHLDR.

TRAVEL LANE

12’

TRAVEL LANE

12’

LEFT TURN LANE

16’ TWO-WAY

TRAVEL LANE

12’

TRAVEL LANE

12’

150’ (USUAL)

6:1 4:1 (MAX)6:14:1 (MAX)

TYPICAL SECTION B B

PROPOSED ROADWAY

R.

O.

W.

R.

O.

W.

CL FM 1097

10’ SHLDR. 10’ SHLDR.

TRAVEL LANE

12’

TRAVEL LANE

12’

LEFT TURN LANE

16’ TWO-WAY

TRAVEL LANE

12’

TRAVEL LANE

12’

150’ (USUAL)

6:1 4:1 (MAX)6:14:1 (MAX)

TYPICAL SECTION B B

PROPOSED ROADWAY

B

B

C

C

R.

O.

W.

R.

O.

W.

CL FM 1097

TRAVEL LANE

12’

TRAVEL LANE

12’

LEFT TURN LANE

16’ TWO-WAY

TRAVEL LANE

12’

TRAVEL LANE

12’

120’ (USUAL)

6:14:1 (MAX)6:14:1 (MAX)

TYPICAL SECTION C C

PROPOSED ROADWAY

PT 364

+91.08

PROP. R.O.W.

PROP. R.O.W.

PROP. R.O.W.

PROP. R.O.W.

PROP. R.O.W.

PROP. R.O.W.

PROP. R.O.W.

PROP. R.O.W.

PROP. R.O.W.

PROP. R.O.W. PROP. R.O.W.

PROP. R.O.W.

PROP. R.O.W.

PROP. R.O.W.

PROP. R.O.W.

PROP. R.O.W.

MAIN LANES

FRONTAGE ROADS AND RAMPS

TURNAROUNDS

EXISTING RDWY TO BE REMOVED

EXISTING RDWY TO REMAIN

EMBANKMENT

CONTROL OF ACCESS

PROP ROW

EXISTING ROW

000000

0L

0L

SYMBOLOGY

PLANIMETRIC

PROPOSED LANE DIRECTIONAL INDICATOR

EXISTING LANE DIRECTIONAL INDICATOR

DIRECT CONNECTOR

DEPRESSED

FUTURE

RETAINING WALL

STRIPING

OVERHEAD EXPRESSWAY LANES

TEMPORARY CONNECTIONS

LEGEND

SCALE:0 100 200 300 400

RDWY. UNDER CONSTRUCTION

TRAFFIC COUNT YEAR (2020) DHV

HIGH OCCUPANCY VEHICLE

RECOMMENDED NOISE ABATEMENT WALL

MAIN LANES

FRONTAGE ROADS AND RAMPS

TURNAROUNDS

EXISTING RDWY TO BE REMOVED

EXISTING RDWY TO REMAIN

EMBANKMENT

CONTROL OF ACCESS

PROP ROW

EXISTING ROW

000000

0L

0L

SYMBOLOGY

PLANIMETRIC

PROPOSED LANE DIRECTIONAL INDICATOR

EXISTING LANE DIRECTIONAL INDICATOR

DIRECT CONNECTOR

DEPRESSED

FUTURE

RETAINING WALL

STRIPING

OVERHEAD EXPRESSWAY LANES

TEMPORARY CONNECTIONS

LEGEND

SCALE:0 100 200 300 400

RDWY. UNDER CONSTRUCTION

TRAFFIC COUNT YEAR (2020) DHV

HIGH OCCUPANCY VEHICLE

RECOMMENDED NOISE ABATEMENT WALL

PROJECT LENGTH

ROADWAY

BRIDGE

- 40,284.82 FEET (7.63 MILES)

- 33,684.53 FEET (6.38 MILES)

- 6600.29 FEET (1.25 MILES)

C 2006

MONTGOMERY COUNTY

ST

A. 121

+96.53

BE

GI

N

BRI

DG

E

ST

A. 186

+77.10

EN

D

BRI

DG

E

ST

A. 277

+16.05

BE

GI

N

BRI

DG

E

ST

A. 278

+35.77

EN

D

BRI

DG

E

R.

O.

W.

R.

O.

W.

CL FM 1097

SHLDR.

6’

SHLDR.

6’

TRAVEL LANE

12’

TRAVEL LANE

12’

80’-100’ (VARIES)

R.

O.

W.

R.

O.

W.

CL FM 1097

SHLDR.

6’

SHLDR.

6’

TRAVEL LANE

12’

TRAVEL LANE

12’

80’-100’ (VARIES)

TYPICAL SECTION

EXISTING ROADWAY

TYPICAL SECTION

EXISTING ROADWAY

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

10’ SHLDR. 10’ SHLDR.10’ SHLDR. 10’ SHLDR.

COLUMNS

24" DIA.

TY C BEAMS

PROPOSED BRIDGE EXISTING BRIDGE

BENT

12’

TRAVEL LANE

12’

TRAVEL LANE

12’

TRAVEL LANE

12’

TRAVEL LANE

RAIL TY T501

PROPOSED

TYPICAL SECTION A-A

PROPOSED BRIDGE

PRELIMINARY DESIGN SCHEMATIC

TEXAS DEPARTMENT OF TRANSPORTATION

STATE OF TEXAS

NOT A BIDDING DOCUMENT

FM 1097

BE

NT

WA

TE

R

DR.

6500

(4700)

(700)

1000

(3900)

5500

TRAFFIC VOLUME DIAGRAM

2024 ADT

(2004 ADT)

FM 1097

AQ

UA

RI

US

BL

VD.

(7700)

(900)

1300

(1800)

2600

TRAFFIC VOLUME DIAGRAM

2024 ADT

(2004 ADT)

10700

FM 1097

(9000)

(700)

1000

(1500)

2100

TRAFFIC VOLUME DIAGRAM

2024 ADT

(2004 ADT)

12500

LO

NG

ST

RE

ET

FM 1097

(600)

900

(1300)

1800

TRAFFIC VOLUME DIAGRAM

2024 ADT

(2004 ADT)

14200

CU

DE

CE

ME

TE

RY

RD.

(10200)

FM 1097

(100)

100

(100)

100

TRAFFIC VOLUME DIAGRAM

2024 ADT

(2004 ADT)

17500

(12500)

AN

DE

RS

ON

DR.

FM 1097

(7100)

9900

TRAFFIC VOLUME DIAGRAM

2024 ADT

(2004 ADT)

IH-45

71600

(4600)

(2100)

3000

(2600)

3600

6400

(51400)

(8800)

12200

1" = 10’ VERTICAL

1" = 100’ HORIZONTAL

PROFILE SCALE:

1" = 100’

PLAN SCALE:

DESIGN SPEED: 60 MPH

TO: ONE MILE WEST OF LAKE CONROE

FROM: IH-45

CSJ: 1259-01-032

MONTGOMERY COUNTY

FM 1097

EXISTING N.G.@ BL

EXISTING N.G.@ BL

EXISTING N.G.@ BL

EXISTING N.G.@ BL EXISTING N.G.@ B

L

35’R

35’R35’R35’R

25’R

PROPOSED ROADWAY LAYOUT

SCHEMATIC

(FROM WEST OF LAKE CONROE TO IH-45)

FM 1097

DESIGN SPEED - 60 MPH

PLAN SCALE - 1"=100’

PROFILE SCALE

PROFILE SCALE

- 1"=100" HORIZONTAL

- 1"=10’ VERTICAL

35’R

35’R

35’R

35’R45’R35’R

35’R 35’R

35’R 35’R35’R 35’R

35’R 35’R

35’R 35’R

35’R 35’R

35’R 35’R

35’R 35’R

35’R 35’R35’R 35’R

35’R35’R

35’R

35’R

PROP. R.O.W.

PROP. R.O.W.

PROP. R.O.W.

35’R

35’R

35’R

35’R

WS ELEV:

WS ELEV:

WS ELEV:

WS ELEV:

WS ELEV:

100 YR = 272.4

50 YR = 272.4

25 YR = 272.3

10 YR = 272.3

100 YR = 234.3

50 YR = 234.3

25 YR = 234.2

10 YR = 234.1

100 YR = 210.4

50 YR = 210.2

25 YR = 209.9

10 YR = 209.4

100 YR = 231.0

50 YR = 231.0

25 YR = 231.0

10 YR = 230.9

100 YR = 225.8

50 YR = 225.3

25 YR = 224.6

10 YR = 224.0

WS ELEV:

100 YR = 283.7

50 YR = 283.7

25 YR = 283.6

10 YR = 283.6

WS ELEV:

100 YR = 267.8

50 YR = 267.7

25 YR = 267.7

10 YR = 267.7

WS ELEV:

100 YR = 356.9

50 YR = 356.9

25 YR = 356.9

10 YR = 356.9

WS ELEV:

100 YR = 358.0

50 YR = 358.0

25 YR = 358.0

10 YR = 358.0

WS ELEV:

100 YR = 332.5

50 YR = 332.0

25 YR = 331.5

10 YR = 330.8

WS ELEV:

100 YR = 334.9

50 YR = 334.5

25 YR = 334.5

10 YR = 334.5

WS ELEV:

100 YR = 333.1

50 YR = 332.2

25 YR = 331.3

10 YR = 330.6

OCTOBER 11, 2006

OCTOBER 11, 2006

PE SERIAL NO 62221

GLEN HOWARD McCABE

OCTOBER 2006

SUBJECT TO REVISION

PRELIMINARY