Post on 01-Jul-2018
ASPH
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ASPH PARKING
ASPH PARKING
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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
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+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
+83.26
190+00
195+00
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PO
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1-8
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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