Download - STATE OF TEXAS LEGEND TEXAS DEPARTMENT OF … di r t asph rpa ki ng as ph p rk i n g a sph np rking asph park ing asp h2p rking asph p rk ing foo tvb r idg e deck stairs m.home c c

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BENTWATER ON THE NORTH SHORE, LTD

BENTWATER JOINT VENTURE


ROBERT WHORTON, ESTATE

D C RESEARCH & DEVELOPMENT CORP.

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


DELTA = 3° 26’ 10.30" (RT)


TANGENT = 85.93

LENGTH = 171.81

RADIUS = 2,864.80



N 87° 24’ 20.39" E


DELTA = 15° 19’ 52.68" (RT)


TANGENT = 771.17

LENGTH = 1,533.14

RADIUS = 5,729.60



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

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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


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


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


DELTA = 4° 04’ 03.07" (LT)


TANGENT = 203.46

LENGTH = 406.75

RADIUS = 5,729.60



S 81° 19’ 50.00" E


DELTA = 4° 20’ 15.78" (RT)


TANGENT = 216.99

LENGTH = 433.77

RADIUS = 5,729.60



S 76° 59’ 34.22" E


DELTA = 1° 14’ 10.13" (LT)


TANGENT = 61.81

LENGTH = 123.62

RADIUS = 5,729.60



S 78° 13’ 44.35" ES 78° 13’ 08.69" E


DELTA = 0° 16’ 37.80" (LT)


TANGENT = 27.72

LENGTH = 55.43

RADIUS = 11,459.20



S 78° 29’ 46.50" E


DELTA = 1° 22’ 00.00" (RT)


TANGENT = 136.67

LENGTH = 273.33

RADIUS = 11,459.20



S 77° 07’ 46.50" E S 77° 05’ 09.67" E


DELTA = 0° 20’ 00.00" (LT)


TANGENT = 33.33

LENGTH = 66.67

RADIUS = 11,459.20



S 77° 25’ 09.68" E


DELTA = 0° 35’ 42.27" (LT)


TANGENT = 59.51

LENGTH = 119.02

RADIUS = 11,459.20



S 78° 00’ 51.95" E


DELTA = 0° 49’ 00.00" (RT)


TANGENT = 544.27

LENGTH = 1,088.53

RADIUS = 76,369.00



S 77° 11’ 51.95" E


DELTA = 2° 06’ 00.00" (RT)


TANGENT = 420.06

LENGTH = 840.02

RADIUS = 22,918.80



S 75° 05’ 51.95" E


DELTA = 0° 10’ 44.21" (LT)


TANGENT = 17.89

LENGTH = 35.79

RADIUS = 11,459.20



S 75° 16’ 36.15" E


DELTA = 2° 54’ 48.66" (LT)


TANGENT = 145.71

LENGTH = 291.35

RADIUS = 5,729.60



S 78° 11’ 24.81" E


DELTA = 0° 20’ 33.35" (RT)


TANGENT = 34.26

LENGTH = 68.52

RADIUS = 11,459.20



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

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235+00

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270+00

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PO

T 292

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295+00

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375+00380+00

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PT 385

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PI

390+00

395+00

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PC 402

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405+00

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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

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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

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ASPH

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DECK

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TANK

TANKS

TANK

TANK

PLAYGROUND

PUMP

ACAC

ACAC

JERSEY BARRIERS

JERSEY BARRIERS

OVERHEAD SIGNALS

OVERHEAD SIGNALS

AC AC

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CULVERT

CULVERT CULVERT

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CULVERTCULVERT

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1-7

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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


DELTA = 19° 10’ 33.05" (LT)


TANGENT = 387.98

LENGTH = 768.70

RADIUS = 2,296.80



N 82° 58’ 35.50" E


DELTA = 12° 45’ 13.65" (LT)


TANGENT = 246.99

LENGTH

RADIUS = 2,210.00



N 70° 13’ 21.85"

E


DELTA = 9° 11’ 59.97" (RT)


TANGENT = 177.81

LENGTH = 354.86

RADIUS = 2,210.00



N 79° 25’ 21.82" E


DELTA = 2° 58’ 43.94" (LT)


TANGENT = 57.46

LENGTH = 114.90

RADIUS = 2,210.00



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


TURNAROUNDS



EMBANKMENT

CONTROL OF ACCESS

PROP ROW

EXISTING ROW

000000

0L

0L

SYMBOLOGY

PLANIMETRIC



DIRECT CONNECTOR

DEPRESSED

FUTURE

RETAINING WALL

STRIPING



LEGEND

SCALE:0 100 200 300 400





MAIN LANES


TURNAROUNDS



EMBANKMENT

CONTROL OF ACCESS

PROP ROW

EXISTING ROW

000000

0L

0L

SYMBOLOGY

PLANIMETRIC



DIRECT CONNECTOR

DEPRESSED

FUTURE

RETAINING WALL

STRIPING



LEGEND

SCALE:0 100 200 300 400





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


2024 ADT

(2004 ADT)

10700

FM 1097

(9000)

(700)

1000

(1500)

2100


2024 ADT

(2004 ADT)

12500

LO

NG

ST

RE

ET

FM 1097

(600)

900

(1300)

1800


2024 ADT

(2004 ADT)

14200

CU

DE

CE

ME

TE

RY

RD.

(10200)

FM 1097

(100)

100

(100)

100


2024 ADT

(2004 ADT)

17500

(12500)

AN

DE

RS

ON

DR.

FM 1097

(7100)

9900


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

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