texas department of transportation …ftp.dot.state.tx.us/pub/txdot-info/tyl/notices/091515...tyler...
TRANSCRIPT
Culvert
Culvert
PP
1-5
30010
572.42
S
Culvert
TFP
Culvert
PP
1-6
S
Gate
Water
Stock Pile
Culvert
Water
Water
Pool
Culvert
SS
S
PP
1-7
Gate
FP
Gate
Culvert
Gate
Culvert
Culvert
Culvert
Ruins
Gate PP
1-9
TFP
Stock Pile
Stock Pile
Culvert
Gate
PP
1-11
Water
Gate
PP
1-12
S
S
TFP
PP
1-13
LP
Water
TFP
PP
1-14
Gate
TFP
Water
Water
PP
1-15
TFP
Debris
Gate
TFP
Gate
PP
1-16
TFP
TFP/LP
Gate
PP
1-17
LP
TFP
Stock Pile
Gate
Gate
Culvert
LP
PP
1-19
LP
TFP
Satellite
Sign
Sign
Culvert
Water
Water
PP
1-20
S
Water
Water
PP
1-21
Sign
Water
PP
1-22
Stock Pile
Debris
Debris
Debris
TFP
TFP
Gate
Gate
LP
Stock Pile
Stock Pile
TFP
Water
Gate
PP
1-23
TFP
Gate
LP
LP
Stock Pile
TEXAS DEPARTMENT OF TRANSPORTATION
FM 16
C 2015
PRELIMINARY DESIGN SCHEMATIC
FIRM REGISTRATION NO. F-10098
ARREDONDO, ZEPEDA & BRUNZ, LLC.
ENGINEER OF RECORDFOR PERMITTING OR BIDDING
IT IS NOT INTENDEDFOR REVIEW ONLY.
THIS DRAWING IS SUBMITTEDNOT FOR CONSTRUCTION
PRELIMINARY
SCALE
NTS
TYLER DISTRICTDENNIS R. COOLEY, P.E. DISTRICT ENGINEER
4 MILES WEST OF FM 849 (CR 481) E, TO US 69 IN LINDALE
ALONG FM 16 FROM
CSJ No. 0522-04-032
FUNCTIONAL CLASSIFICATION = RURAL MAJOR COLLECTOR
PROJECT LENGTH = 4.4 MILES
9/11/201595878
MIGUEL A. SANCHEZ, P.E.
ROADWAY FUNCTIONAL CLASSIFICATION DESIGN SPEED
FM 16 MAJOR COLLECTOR - RURAL 60 MPH
FM 16 MAJOR COLLECTOR - URBAN 45 MPH
LEGEND
STM. SWR.
T
W
SD
E
PBX
W
G
PROPOSED ROW AREA
PARCELS
PROPOSED SIDEWALK
SPECIAL FLOOD HAZARD AREAS
PROPOSED ROADWAY
PROPOSED LANE DIRECTIONAL INDICATOR
EXISTING ROW
PROPOSED ROW
PROPOSED BRIDGE
SIGN
POWER POLE
GUY ANCHOR
TELEPHONE PEDESTAL
WATER METER
WATER VALVE
WING WALL
ELECTRIC METER
STORM INLET
PULL BOX
ELECTRIC PEDESTAL
SANITARY SEWER MANHOLE
GAS METER
CONTROL POINT
FIRE HYDRANT
DATE SUBMITTED
9/11/2015
TXDOT TYLER DISTRICTDISTRICT ENGINEER
TXDOT TYLER DISTRICTPLANNING AND DEVELOPMENTDIRECTOR OF TRANSPORTATION
EXISTING WATER LINE
EXISTING UNDERGROUND CABLE
EXISTING OVERHEAD ELEC. POWER LINES
EXISTING STORM SEWER
8.8
0.7
1.2
Lindale
Lighthous
e
LIN
DA
LE
CIT
Y
MARGARET
ARLENE
VALLEY
NORTHBRAZIE
LMALLO
RY
STEWART
HE
NR
Y
HUBBARD
TE
RES
A
HU
DS
ON
HELE
NFR
AN
CIS
WA
TE
RS
MT S
YLV
AN
CIR
CLE
BET
TS
SOUTH
VAN
HILL T
OP
COOPER
BONNIE
CLARA
WO
OD
JOYCE
PERRYMAN
JEFFRIE
S
RO
BYN
SP
RIN
GS
ARTHUR
HILL
BA
KE
R
HA
MRIC
K
SWEETGUM
PINELAND
MAIN
CO
MM
ER
CIA
L
PEARL
PBX
PBX
E
PBX
PBX
PBX
PBX
E
PBX
PBX
PBXE
CALC23488
.44
CALC24489
.58
MP METAL P
IPE FND (
POINT)
MP METAL P
IPE FND (
POINT)
W
W
W
W
W
WW
W
W
W
W
TT
TT
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
16
LakesHi
de a
Way
849
69
Luck
eible
Branch
Hubbard
Br
StevensonBr
LakeTomlin
Branch
Davis
370
350
360
380
390
400
410
420
430
440
450
460
470
480
490
500
520
530
510
EXI
ST
GR
OU
ND
AT
FM 16
CL
PR
OP
FM 16
235+00 240+00 245+00 250+00 255+00 260+00 265+00 270+00
528.58
536.93
526.33
515.04
496.99
480.76
464.97
536.75
526.19
514.98
496.64
480.63
465.18
454.19
350
ST
RU
CT
UR
E #39
NO
RT
HG
AT
E
DR.
C
R 479
C
R 436
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
454.19
443.19
442.91
439.94
434.67
419.21
424.62
419.42
389.41
386.76
388.52
386.26
390.15
394.08
419.06
ST
A
= 274
+80.00
EL
= 441.70'
(-)2.60 %0.48 %
L = 420.00'
K = 136
ex = 1.62'
ST
A
= 279
+00.00
EL
= 443.71'
0.48 % (-)0.64 %
ST
A
= 289
+50.00
EL
= 437.00'
(-)0.64 %
(-)2.56 %
L = 300.00'
K = 157
ex = -0.72'
ST
A
= 296
+00.00
EL
= 420.39'
(-)2.56 %0.50 %
L = 450.00'
K = 147
ex = 1.72'
ST
A
= 302
+50.00
EL
= 423.62'
0.50 %
(-)4.29 %
L = 750.00'
K = 157
ex = -4.49'
VP
C 272
+70.00 '
EL.
= 447.16
VP
T 276
+90.00 '
EL.
= 442.70
VP
C 278
+00.00 '
EL.
= 443.23
VP
T 280
+00.00 '
EL.
= 443.07
VP
C 288
+00.00 '
EL.
= 437.96
VP
T 291
+00.00 '
EL.
= 433.16
VP
C 293
+75.00 '
EL.
= 426.14
VP
T 298
+25.00 '
EL.
= 421.51
VP
C 298
+75.00 '
EL.
= 421.76
VP
T 306
+25.00 '
EL.
= 407.52
443.12
443.07
439.87
435.40
423.47
421.88
412.39
395.88
392.33
393.30
392.53
392.08
398.25
420.86
VP
C 306
+50.00 '
EL.
= 406.45
L = 520.00'
K = 137
ex = 2.47'
(-)0.50 %
(-)4.29 %
VP
T 311
+70.00 '
EL.
= 393.98
ST
A
= 309
+10.00
EL
= 395.28'
ST
A
= 316
+00.00
EL
= 391.83'
VP
T 316
+75.00 '
EL.
= 392.20
(+)0.50 %(-)0.50 %
VP
C 315
+25.00 '
EL.
= 392.20
ST
A
= 319
+50.00
EL
= 393.58'
(+)0.50 % (-)0.50 %
VP
C 318
+70.00 '
EL.
= 393.18
VP
T 320
+30.00 '
EL.
= 393.18
ST
A
= 323
+30.00
EL
= 391.68'
(-)0.50 % (+)0.50 %
VP
C 322
+55.00 '
EL.
= 392.05
VP
T 324
+05.00 '
EL.
= 392.05
ST
A
= 326
+50.00
EL
= 393.28'
(+)0.50 % (-)0.50 %
VP
C 325
+70.00 '
EL.
= 392.88
VP
T 327
+30.00 '
EL.
= 392.88
ST
A
= 329
+50.00
EL
= 391.78'
(-)0.50 % (+)0.57 %
VP
C 328
+75.00 '
EL.
= 392.15
VP
T 330
+25.00 '
EL.
= 392.20
ST
A
= 335
+70.00
EL
= 395.32'
(+)0.57 %
(+)5.9
4 %
L = 750.00'
K = 140
ex = 5.04'
VP
C 331
+95.00 '
EL.
= 393.17
VP
T 339
+45.00 '
EL.
= 417.60
END STA 314+70
BEG STA 313+30
BRIDGE
END STA 325+60
BEG STA 324+40
BRIDGE
END STA 332+20
BEG STA 330+80
BRIDGE
6'x4' SBC
STA 274+35
18" RCP
STA 286+27
6'x4' SBC
STA 296+22
24" RCP
STA 278+52
36" RCP
STA 275+15
L = 200.00'
K = 179
ex = 0.28'
L = 150.00'
K = 150
ex = 0.19'
L = 160.00'
K = 160
ex = -0.20'
L = 150.00'
K = 150
ex = 0.19'
L = 160.00'
K = 160
ex = -0.20'
L = 150.00'
K = 140
ex = 0.20'
C
R 438 (
EA
ST)
536.43
ST
A
= 239
+00.00
EL
= 539.35'
2.09 % (-)2.47 %
L = 280.00'
K = 61
ex = -1.60'
ST
A
= 243
+50.00
EL
= 528.23'
(-)2.47 %
(-)1.36 %
ST
A
= 248
+30.00
EL
= 521.71'
(-)1.36 %
(-)3.94 %
L = 400.00'
K = 155
ex = -1.29'
ST
A
= 253
+20.00
EL
= 502.40'
(-)3.94 %
(-)3.20 %
ST
A
= 264
+70.00
EL
= 465.58'
(-)3.20 %
(-)1.87 %
ST
A
= 268
+00.00
EL
= 459.40'
(-)1.87 %
(-)2.60 %
VP
C 237
+60.00 '
EL.
= 536.43
VP
T 240
+40.00 '
EL.
= 535.89
VP
C 242
+50.00 '
EL.
= 530.70
VP
T 244
+50.00 '
EL.
= 526.87
VP
C 246
+30.00 '
EL.
= 524.43
VP
T 250
+30.00 '
EL.
= 513.83
VP
C 252
+20.00 '
EL.
= 506.34
VP
T 254
+20.00 '
EL.
= 499.20
VP
C 263
+70.00 '
EL.
= 468.78
VP
T 265
+70.00 '
EL.
= 463.71
VP
C 267
+00.00 '
EL.
= 461.27
VP
T 269
+00.00 '
EL.
= 456.80
36" RCP
STA 244+51
42" RCP
STA 266+51
L = 200.00'
K = 270
ex = 0.19'
L = 200.00'
K = 180
ex = -0.28'
L = 200.00'
K = 150
ex = 0.33'
L = 200.00'
K = 274
ex = -0.18'
580
570
560
550
540
530
520
510
500
490
480
470
460
450
440
430
420
410
400
PO
T231
+00.00
PC243
+26.33
PT249
+45.11
PC286
+02.42
PT293
+26.47
PC319
+82.13
PT329
+31.84
260+00235+00
240+00
245+00250+00
255+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
PI Sta 246+37.37
D
L = 618.78'
T = 311.04'
R = 2,450.00'
Sta 243+26.33PC
PT Sta 249+45.11
PI Sta 289+67.76
D
L = 724.05'
T = 365.34'
R = 2,195.00'
Sta 286+02.42PC
PT Sta 293+26.47
PI Sta 324+64.53
D
L = 949.72'
T = 482.41'
R = 2,195.00'
Sta 319+82.13PC
PT Sta 329+31.84
NO
RT
HG
AT
E
DR.
HU
BB
AR
D
CR
EE
K
STRUCTURE NO. 039HUBBARD CREEK
STRUCTURE NO. 17
CR 436
FM 16CR 479
CR 481
CACTUS FLOWER RANCH
CSJ 0522-04-032STA 237+68
BEGIN PROJECT
N0. 2HIDE-A-WAY LAKE
SMALL ENGINES, LLCHUBBARD CREEK
PROP ROW
EXIST ROW
PROP ROW
EXIST ROW
PROP ROW
PROP ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
PROP ROW
PROP ROW
PROP ROW
PROP ROW
EXIST R
OW
EXIST R
OW
CR 481(
EA
ST)
STA 313+30BEGIN BRIDGE
STA 330+80BEGIN BRIDGE
STA 324+40BEGIN BRIDGE
FM 16
STA 314+70END BRIDGE
STA 325+60END BRIDGE
STA 332+20END BRIDGE
7
8
37
9
10 11
38
39
12
40
13
41
1415
16
42
17
18
43
19
20
44
45
46
22
23
24
25
26
47
48
302
304
303
50
51
49
77
306
305
21
PRELIMINARY SUBJECT TO CHANGE
ALTERNATIVE NO. 1
N
LINDALE
100 200 300
HORIZONTAL
GRAPHIC SCALES IN FEET
10 20 30
VERTICAL
GRAPHIC SCALES IN FEET
CSJ 0522-04-032STA 469+16
END PROJECT
CSJ 0522-04-032STA 237+68BEGIN PROJECT
POINT
IDENTICAL
PROPERTY DISPLACEMENT SUMMARY
MA
TC
H
LI
NE
ST
A 340
+00
FM 16 RURAL ALTERNATIVE 1
315
314
313
307
306
305
304
303
285
283
280
279
274
273
268
267
266
265
262
261
259
258
254
186
181
174
171
170
169
167
166
165
160
159
157
156
154
152
151
147
144
141
140
129
128
127
126
124
123
122
121
119
113
112
111
110
109
108
107
105
104
103
102
101
100
99
98
97
96
95
94
93
92
91
90
89
88
87
86
85
84
83
82
81
80
79
78
77
76
75
74
73
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
REF LOT
ELLIOTT JOHN LEWIS & DIANA KAY
CAIN MALCOLM BRADLEY & LESLIE GRACE
BEGGS & BEGGS
CRYSTAL SYSTEMS TEXAS INC
SHARP GEORGE LEE
HIDE A WAY LAKE CLUB INC
HUGHES DAVID & TOMMY TERRY
SKEET RANGE
CAWTHON JACK ROBERT
MCCLEVELAND LARRY
WATTS DWAYNE
ORCHARD HILLS MANAGEMENT IV LLC
FRANKE MURIEL DAWN
ORCHARD HILLS MANAGEMENT LLC
MISSION STORAGE LLC
GODINA RITO & LAURA HERNANDEZ
SMITH PATSY & FRANK
MOYER RONALD DEAN & EVELYN SUE
BRICENO EULOGIO D
OCONNER PATRICK W & KATHLEEN D
LAW WILLIAM C SR & MELANIE DAWN
HOOPER SAMUEL & JOAN
GLASSCOCK R C
LINDALE ISD
FIRST UNITED METHODIST CH OF LINDALE
HALL SCOTT D & KATHY G
FIRST UNITED METHODIST CH OF LINDALE
THOMPSON SARAH JANE COPELAND
CAIN LESLIE G & MALCOLM BRADLEY
MARTIN SHARON LEE
TERRY EARNEST DALE & JOAN
LINDALE ISD
MARTIN GARY S & KITTY M
STAPLES GLENDA ANN
VELA JOSE L
CAUDLE EDWARD B
BASS KAYLA VIANN
INGRAM NEATY
STAPLES GLENDA ANN
ROACH JOSEPH D III
GAINES CHRISTOPHER W. & DIANA
LINDALE ISD
LINDALE ISD
PARIS DWIGHT L & FRANCES B
WATKINS BONNIE JO & DOUGLAS T
NILKANTH LIMITED PARTNERSHIP
LINDALE GARDEN HILL APTS INC
OWEN DEBRA KATHLEEN
LINDALE ISD
RINLEE STARLIE
RINLEE W C
RAINEY LEROY
FOSHEE RUFUS D
SHARP FARRIS W & GEORGE L
EDWARDS BETTY D
SHARP GEORGE L & FARRIS W
SHARP GEORGE L & FARRIS W
RAINEY ANNA
COLLINS CHARLES
CALIP VALERIE
SHARP GEORGE LEE
PARIS D LELAND & FRANCES B
PARIS D LELAND
CAWTHON JACK ROBERT
KENNEDY WILLIAM A
CROWELL C A & K L LIVING TRUST
BEGGS H DALE TRUSTEE
CAWTHON BILLY HAMPTON
CROWELL C A & K L LIVING TRUST
HERNANDEZ KENNETH O & TANJA
WAKKINEN JUDY R
KENNEDY KELLY
SANCHEZ MATILDE & DEBORAH J
DAVIS CHARLIE J & M GAIL
HOUSING & URBAN DEV SEC OF
JOHNSON NORMAN & PATRICIA
JOHNSON NORMAN & PATRICIA
WARREN KENNETH L
ROZEAN ROBERT RANDY
McCLENNY MICHAEL E. & LINDA L.
BEGGS H DALE TR U/T/A
BEGGS H DALE TR U/T/A
BEGGS H DALE TRUSTEE
BEGGS H DALE TRUSTEE
THANE RICHARD I & GABRIELA E
ALLEGRETTO NICHOLAS J & KRISTINA M
CRYSTAL SYSTEMS INC
HIDE-A-WAY LAKE CLUB INC
CREMERS FRANCES RENEE
CAMPOS LUCIO JR & DANIELLE
ORCHARD HILLS MANAGEMENT V LLC
ORCHARD HILLS MANAGEMENT V LLC
ORCHARD HILLS MANAGEMENT V LLC
MISSION STORAGE LLC
MOORE GARY L
LINDSEY RONALD DEAN
LEVY ROY
SMITH KELLY & RENEE
SMITH KELLY & RENEE
GANNAWAY RENEE
SMITH KELLY & RENEE
HILL SUZANNE & JOSEPH WEISENBERGER
EQUITY TRUST COMPANY CUSTODIAN FBO
EQUITY TRUST CO CUSTODIAN FBO
VOYLES HAROLD G
VOYLES HAROLD G
FOSHEE FAMILY PARTNERSHIP LP
HAWLEY JIMMY D
SULLIVAN DONALD
MONTGOMERY CHARLES K &
MONTGOMERY CHARLES K &
LEIST JAMES E
LEIST JAMES E
CALIP DOROTHY LURETHA
THOMPSON GARRY WAYNE
CALIP DOROTHY LURETHA
HUGHES DAVID & TOMMY TERRY ESTATE
ARNOLD SUZANNE GARDNER
LAKE HIDE A WAY INC
WHIDDON JERRY DON & TINA
SHIFLET WILBUR ALLEN ETAL
SHIFLET WILBUR A
ARNOLD SUZANNE GARDNER
SHIFLET WILBUR ALLEN
ALLEN JEREMY R & NATALIE L
WOOLFORD PETER & KAYLA
MILES LARRY
LIEBBE WILLIAM H & DONNA I
ARNOLD SUZANNE GARDNER
THOMPSON SARAH
WILLIAMS A. & VIDA C. & CHARLES E.
WILLIAMS LORANCE W
MOORE JOHN T & JULIE M
WALTERS NANCY & DON
BROWN DANNY W & KIMBERLY A
BETHEA NOEL D & VELINDA D
WHITAKER CHARLES C JR & CLAUDIA C
3J2M RANCH LTD
HERNANDEZ SAN JUANA DIAZ
HERNANDEZ SAN JUANA DIAZ
ALEXANDER DONALD & PEGGY F
BLANCHARD LAWRENCE A
CANNON CECIL EARL
ROACH WILLIAM LEE & CHRISTINA V
LEE SHARON
HOLDER STEVE & MICHELE
WILBECK JON & KERRI
COLE GERALD D & JUDITH E &
PROPERTY OWNER
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
PARKING LOT
DISPLACEMENT
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
PARKING LOT
PARKING LOT
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
DISPLACEMENT
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
DISPLACEMENT
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
DISPLACEMENT
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
DISPLACEMENT
DISPLACEMENT
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
DISPLACEMENT
DISPLACEMENT
DISPLACEMENT
R.O.W. ACQUISITION
DISPLACEMENT
R.O.W. ACQUISITION
DISPLACEMENT
DISPLACEMENT
R.O.W. ACQUISITION
R.O.W. ACQUISITION
DISPLACEMENT
R.O.W. ACQUISITION
DISPLACEMENT
DISPLACEMENT
DISPLACEMENT
DISPLACEMENT
DISPLACEMENT
DISPLACEMENT
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
DISPLACEMENT
DISPLACEMENT
DISPLACEMENT
DISPLACEMENT
DISPLACEMENT
DISPLACEMENT
R.O.W. ACQUISITION
DISPLACEMENT
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
DISPLACEMENT
DISPLACEMENT
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
DISPLACEMENT
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
DISPLACEMENT
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
DISPLACEMENT
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
DISPLACEMENT
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
DISPLACEMENT
R.O.W. ACQUISITION
DISPLACEMENT
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
TYPE OF IMPACT
e
yaW
L ka
diH e A Hide A W ay
Lake
yaW
L eka
diH e A Hide A W ay
ekaL
2%
FM 16
2%
LANE
12'
LANE
12'
EXI
ST
RO
W
EXI
ST
RO
W[ FM 16
70' ROW
EXIST STA 453+50 TO EXIST STA 468+74
SHLDR
2'
SHLDR
2'
SURF TREAT & ACP
VARIABLE DEPTH
2%
4:1 4:1
FM 16
2%
LANE
12'
LANE
12'
EXI
ST
RO
W
EXI
ST
RO
W
[ FM 16
70' ROW
EXIST STA 237+68 TO EXIST STA 453+50
SHLDR
2'
SHLDR
2'
SURF TREAT & ACP
VARIABLE DEPTH
LANE
14'
EXISTING URBAN TYPICAL SECTION EXISTING RURAL TYPICAL SECTION
** **
** VARIES STA 463+00 TO 469+00 (HEAD-IN PARKING)
PROPOSED TYPICAL SECTION
6:1 USUAL
6:1 USUAL
PGL
LANE
12'
C FM 16
LANE
12'
LANE
12'
LANE
12'
2% 2%
TWLTL
14'
PR
OP
RO
W
PR
OP
RO
W
SHLDRSHLDR
EXI
ST
RO
W
EXI
ST
RO
W
STA 261+00 TO STA 435+50
RURAL SECTION ALTERNATIVE 1
10' 10'
70' EXIST ROW
35' MIN - 105' MAX
PROP ROW
VARIES (170' MIN - 300' MAX)
VARIES (100' - 160') VARIES (70' - 140')
65' MIN - 125' MAX
PROP ROW
MEDIANOR FLUSH
4:1 USUAL
CLEAR ZONE
30'
CLEAR ZONE
30'
4:1 USUAL
GROUND
EXIST
L
LANE
12'
LANE
12'
2%
EXI
STI
NG
RO
W
2%
EXI
STI
NG
RO
W
LT TURN
14'
LANE
LANE
12'
LANE
12'
5'
5'
PR
OP
RO
W
PR
OP
RO
W
50'
50'
15'
15'
PROP ROW
100' (TYP)
5'
5'
LANE
12'
2% 2%
PARKING
12'
BUILDINGEXISTING
BUILDINGEXISTING
LANE
12'
(PARALLEL)
LANE
14'
BIKE
6'
TURN
12'
SDWLK
5'
11'
STA 465+50 TO STA 468+62
PROPOSED URBAN FM 16 TYPICAL SECTION
LANE
SDWLK BIKEBIKE SDWLK
2%
2' 2'
2'
2'
7'
7'
2'
4'
EXI
ST
RO
W
EXI
ST
RO
W
SDWLKBIKE
6'
70' EXIST ROW **
STA 462+10 TO STA 465+50 (EXIST ROW=100')
STA 435+50 TO STA 465+50
URBAN TYPICAL SECTION:
PROPOSED URBAN FM 16 TYPICAL SECTION AT US 69
**
BUILDING TO BUILDING
100' EXIST ROW
SS
Culvert
Culvert
Culvert
S
TFP
S
S
FHS
S
S LP
FH
Goal
LP
Inlet
Inlet
Inlet
Culvert
S
S S S
S
MH
FH
FH
TFP
LP
SS
S
S
TL
LP
TFP/LP
TFP
30001555.78
S
PP
2-36
Culvert
Stock Pile
Culvert
S
TFP
Culvert
Gate
PP2-43
Gate
FP
TFP
LP
LP
Sign S
S
S
FHS
S
TFP
Culvert
Culvert
Inlet
PP2-42
S FH
S
TFP
FP
Gate
Gate
TFP
TFP
S
Gate
S
LP TFP
TFP
TFP
LP
CulvertGate
FH
S
S
S
LP
Sign
S
TFP/LP
S S
Gate
TFP
TFPGate
Gate
Gate
Culvert
Culverts
PP
2-40
S
TFP
TFP
Billboard
TFP
Goal
S
Stock Piles
Culverts
Culvert
Culvert
PP2-39
S
Sign
Sign
S
PP2-38
FH
Gate
Gate
TFP
Gate
Debris
Debris
Culvert
Culvert
S
FP
S
Tank
Pool
PP2-37
S
Sign
Gate
Gate
TFP/LP
Culvert
Culvert
Culvert
Debris
PP2-42
PP
2-44
TFP
FH
TFP
TFP
LP
TFP
Sign
LP
Sign S
Culvert
Culvert
PP2-45
LP
TFP FH
S
TFP
SignSign
S
TFP
LP
S
TFP
TFP
Culvert
TFP
LP
LP
LP
TFP
PP2-46
Culverts
Sign
Water
TFP
TFP
Gate
TFP/LP
Culvert
PP
2-47
S
S
S
Ruins
S
Ruins
TFP
LP
Gate
PP2-48
Culvert
S
Ruins
Water
WaterCulvert
Culvert
PP2-49
30003522.22
S
TFP
S
SCulvert
S
S
S
S
LP
TFP
TFP
Culverts
PP2-50
LP
S
TFP
Pool
Construction
Gates
FH
S
TFP
TFP/LPS
TFP
Gates
Gate
Culvert
Gate
PP2-51
Inlets
S
S TFP
LPS
FH
LP
Gate
S
TL
MH
MH
TFP
TFP/LP
MH
MH
TFP
CulvertCulvert
LP
LP
MH
MH
Culvert
Culvert
PP2-52
Inlet
Inlet
Gate
Gate
LP
LP
LP
LP
LP
TFP
Sign
Sign
LP
S
FH
LP
S
LP
LP
Inlet
Inlet
Gate
FH
LP
TFP
Sign
MH
PP2-53
Inlet
S TFP/LP
Gate
Gate
Gate
TFP/LP
TFP
SS
S
Gate
LP
Sign
LP
Gate
Gate
LP
FH
Gate
S
SSign
FH
Culvert
Culvert
TFP
S
Culvert
TFP
S
S
MH
S
S
LP
SS
LP
Goal
TFP
S
Inlet
InletInlet
Inlet
Goal Goal
S
S
PP
2-54
Inlets
Gate
LP
FH
LPS
S
S
MH
FP LP
S
S
LP
LPSign FH
S
S
S
S
TFP/LP
TFPS LP
MH
S
LP
LP
Gate
LP
MH
S
Sign
SSSSS
Sign
FH
Sign
Sign LP
Sign
FP FP FP
LP
SS
MH LP
S
Sign
Culvert
MH
Gate
PP2-55
S
FHS
LP
Sign
Sign
Gate
S
TFP
MH MH
S
S
Sign
LP
TL
S FH
Inlet
TFPS FH
S LP LP
S LP
LP
TFP
LP
S
TLS
S TL
S
S
LP
S
TFP S
Sign
SS
TFP
FH
Inlet
TFP TFP
Inlet
MH
S TFPS
S
Inlet
Inlet
TFP
SS
FH
TLS
S
Gate LP
LP
TFP
S
S
Culvert
LP
Sign
Inlet
Inlet
Sign
S S S
S
LP
TFP/LP
S
LP
LP
TFP LP
Sign
LP
LP
FP
Inlet
MH
TEXAS DEPARTMENT OF TRANSPORTATION
FM 16
C 2015
PRELIMINARY DESIGN SCHEMATIC
FIRM REGISTRATION NO. F-10098
ARREDONDO, ZEPEDA & BRUNZ, LLC.
ENGINEER OF RECORDFOR PERMITTING OR BIDDING
IT IS NOT INTENDEDFOR REVIEW ONLY.
THIS DRAWING IS SUBMITTEDNOT FOR CONSTRUCTION
PRELIMINARY
SCALE
NTS
TYLER DISTRICTDENNIS R. COOLEY, P.E. DISTRICT ENGINEER
4 MILES WEST OF FM 849 (CR 481) E, TO US 69 IN LINDALE
ALONG FM 16 FROM
CSJ No. 0522-04-032
FUNCTIONAL CLASSIFICATION = RURAL MAJOR COLLECTOR
PROJECT LENGTH = 4.4 MILES
9/11/201595878
MIGUEL A. SANCHEZ, P.E.
ROADWAY FUNCTIONAL CLASSIFICATION DESIGN SPEED
FM 16 MAJOR COLLECTOR - RURAL 60 MPH
FM 16 MAJOR COLLECTOR - URBAN 45 MPH
LEGEND
STM. SWR.
T
W
SD
E
PBX
W
G
PROPOSED ROW AREA
PARCELS
PROPOSED SIDEWALK
SPECIAL FLOOD HAZARD AREAS
PROPOSED ROADWAY
PROPOSED LANE DIRECTIONAL INDICATOR
EXISTING ROW
PROPOSED ROW
PROPOSED BRIDGE
SIGN
POWER POLE
GUY ANCHOR
TELEPHONE PEDESTAL
WATER METER
WATER VALVE
WING WALL
ELECTRIC METER
STORM INLET
PULL BOX
ELECTRIC PEDESTAL
SANITARY SEWER MANHOLE
GAS METER
CONTROL POINT
FIRE HYDRANT
DATE SUBMITTED
9/11/2015
TXDOT TYLER DISTRICTDISTRICT ENGINEER
TXDOT TYLER DISTRICTPLANNING AND DEVELOPMENTDIRECTOR OF TRANSPORTATION
EXISTING WATER LINE
EXISTING UNDERGROUND CABLE
EXISTING OVERHEAD ELEC. POWER LINES
EXISTING STORM SEWER
8.8
0.7
1.2
Lindale
Lighthous
e
LIN
DA
LE
CIT
Y
MARGARET
ARLENE
VALLEY
NORTHBRAZIE
LMALLO
RY
STEWART
HE
NR
Y
HUBBARD
TE
RES
A
HU
DS
ON
HELE
NFR
AN
CIS
WA
TE
RS
MT S
YLV
AN
CIR
CLE
BET
TS
SOUTH
VAN
HILL T
OP
COOPER
BONNIE
CLARA
WO
OD
JOYCE
PERRYMAN
JEFFRIE
S
RO
BYN
SP
RIN
GS
ARTHUR
HILL
BA
KE
R
HA
MRIC
K
SWEETGUM
PINELAND
MAIN
CO
MM
ER
CIA
L
PEARL
ONLYONLY
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
491.66
510.81
514.13
530.61
527.11
541.91
528.61
529.17
538.67
540.97
548.65
566.01
540.95
496.99
521.27
534.45
545.42
542.09
570.37
570.50
560.39
552.87
555.95
508.73
517.07
524.15
531.23
537.30
531.18
529.55
538.97
537.41
540.79
549.39
543.07
530.99
524.08
534.95
544.45
545.45
570.07
570.76
560.06
552.78
CO
UN
TR
YW
OO
D
CR
EE
KSI
DE
DR.
CR 4183
CR 4199
LO
RI
NG
LN.
SE
NTI
NA
L
LN.
SP
RI
NG
CR
ES
T
LN.
LI
ND
AL
E
CM
TR
Y
RD
ST
ADI
UM
DR.
FM 849
BE
LL
ST.
BO
YD
ST.
CO
LL
EG
E
ST.
HE
NR
Y
ST.
US 69
ST
A
= 365
+50.00
EL
= 510.70'
3.31 %
1.42 %
L = 300.00'
K = 159
ex = -0.71'
ST
A
= 385
+85.00
EL
= 539.51'
1.42 % (-)2.01 %
L = 520.00'
K = 152
ex = -2.23'
ST
A
= 393
+00.00
EL
= 525.16'
(-)2.01 %
2.08 %
L = 560.00'
K = 137
ex = 2.86'
ST
A
= 400
+80.00
EL
= 541.37'
2.08 % (-)0.94 %
L = 460.00'
K = 152
ex = -1.74'
ST
A
= 407
+70.00
EL
= 534.86'
(-)0.94 %2.5
7 %
L = 480.00'
K = 136
ex = 2.11'
ST
A
= 415
+30.00
EL
= 554.43'
2.57 % (-)2.42 %
L = 800.00'
K = 160
ex = -4.99'
ST
A
= 431
+00.00
EL
= 516.50'
(-)2.42 %4.
56 %
L = 950.00'
K = 136
ex = 8.28'
ST
A
= 438
+00.00
EL
= 548.42'
4.56 %
(-)1.99 %
L = 400.00'
K = 61
ex = -3.27'
ST
A
= 444
+00.00
EL
= 536.50'
(-)1.99 %
5.89 %
L = 650.00'
K = 83
ex = 6.40'
ST
A
= 451
+20.00
EL
= 578.89'
5.89 %
(-)2.14 %
L = 550.00'
K = 69
ex = -5.52'
ST
A
= 464
+00.00
EL
= 551.50'
(-)2.14 % 0.90 %
L = 400.00'
K = 132
ex = 1.52'
ST
A
= 468
+00.00
EL
= 555.10'
0.90 %
1.60 %
556.78
VP
C 364
+00.00 '
EL.
= 505.74
VP
T 367
+00.00 '
EL.
= 512.82
VP
C 383
+25.00 '
EL.
= 535.83
VP
T 388
+45.00 '
EL.
= 534.29
VP
C 390
+20.00 '
EL.
= 530.78
VP
T 395
+80.00 '
EL.
= 530.98
VP
C 398
+50.00 '
EL.
= 536.59
VP
T 403
+10.00 '
EL.
= 539.20
VP
C 405
+30.00 '
EL.
= 537.13
VP
T 410
+10.00 '
EL.
= 541.04
VP
C 411
+30.00 '
EL.
= 544.13
VP
T 419
+30.00 '
EL.
= 544.76
VP
C 426
+25.00 '
EL.
= 527.97
VP
T 435
+75.00 '
EL.
= 538.16
VP
C 436
+00.00 '
EL.
= 539.30
VP
T 440
+00.00 '
EL.
= 544.45
VP
C 440
+75.00 '
EL.
= 542.96
VP
T 447
+25.00 '
EL.
= 555.64
VP
C 448
+45.00 '
EL.
= 562.70
VP
T 453
+95.00 '
EL.
= 573.01
VP
C 462
+00.00 '
EL.
= 555.78
VP
T 466
+00.00 '
EL.
= 553.30
VP
C 467
+50.00 '
EL.
= 554.65
VP
T 468
+50.00 '
EL.
= 555.90
2-36" RCP
STA 432+65
36" RCP
STA 401+62
5'x4' SBC
STA 443+19
42" RCP
STA 408+65
5'x3' SBC
STA 392+09
36" RCP
STA 378+54
24" RCP
STA 428+63
2-36" RCP
STA 371+51
30" RCP
STA 424+3742" RCP
STA 425+87
CLP 49
17.5' MIN
LL = 100.00'
K = 143
ex = 0.08'
CR 476
ME
AD
OW
CR
ES
T
DR.
340+00 345+00 350+00 355+00 360+00
419.06
453.80
472.29
478.22
ST
A
= 355
+90.00
EL
= 478.97'
1.16 %
3.31 %
L = 300.00'
K = 140
ex = 0.81'
VP
C 354
+40.00 '
EL.
= 477.23
VP
T 357
+40.00 '
EL.
= 483.93
450.51
470.81
478.06
492.52
ST
A
= 348
+30.00
EL
= 470.18'
(+)5.9
4 %
(+)1.16 %
L = 750.00'
K = 157
ex = -4.49'
VP
C 344
+55.00 '
EL.
= 447.90
VP
T 352
+05.00 '
EL.
= 474.52
5'x3' SBC
STA 354+01
36" RCP
STA 350+32
LINDALE
16
849
69
Lakes
Hide a
Way
Br
Hubbard
Branch
Luck
eible
Branch
Davis
Br
Stevenson
LakeTomlin
FM 16 RURAL ALTERNATIVE 1
450
460
470
480
490
500
510
520
530
540
550
560
570
580
590
440
350
360
370
380
390
400
410
420
430
450
460
470
480
490
500
510
600
610
100 200 300
HORIZONTAL
GRAPHIC SCALES IN FEET
10 20 30
VERTICAL
GRAPHIC SCALES IN FEET
PRELIMINARY SUBJECT TO CHANGE
FM 16 URBAN
PROPERTY DISPLACEMENT SUMMARY
MA
TC
H
LI
NE
ST
A 340
+00
315
314
313
307
306
305
304
303
285
283
280
279
274
273
268
267
266
265
262
261
259
258
254
186
181
174
171
170
169
167
166
165
160
159
157
156
154
152
151
147
144
141
140
129
128
127
126
124
123
122
121
119
113
112
111
110
109
108
107
105
104
103
102
101
100
99
98
97
96
95
94
93
92
91
90
89
88
87
86
85
84
83
82
81
80
79
78
77
76
75
74
73
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
REF LOT
ELLIOTT JOHN LEWIS & DIANA KAY
CAIN MALCOLM BRADLEY & LESLIE GRACE
BEGGS & BEGGS
CRYSTAL SYSTEMS TEXAS INC
SHARP GEORGE LEE
HIDE A WAY LAKE CLUB INC
HUGHES DAVID & TOMMY TERRY
SKEET RANGE
CAWTHON JACK ROBERT
MCCLEVELAND LARRY
WATTS DWAYNE
ORCHARD HILLS MANAGEMENT IV LLC
FRANKE MURIEL DAWN
ORCHARD HILLS MANAGEMENT LLC
MISSION STORAGE LLC
GODINA RITO & LAURA HERNANDEZ
SMITH PATSY & FRANK
MOYER RONALD DEAN & EVELYN SUE
BRICENO EULOGIO D
OCONNER PATRICK W & KATHLEEN D
LAW WILLIAM C SR & MELANIE DAWN
HOOPER SAMUEL & JOAN
GLASSCOCK R C
LINDALE ISD
FIRST UNITED METHODIST CH OF LINDALE
HALL SCOTT D & KATHY G
FIRST UNITED METHODIST CH OF LINDALE
THOMPSON SARAH JANE COPELAND
CAIN LESLIE G & MALCOLM BRADLEY
MARTIN SHARON LEE
TERRY EARNEST DALE & JOAN
LINDALE ISD
MARTIN GARY S & KITTY M
STAPLES GLENDA ANN
VELA JOSE L
CAUDLE EDWARD B
BASS KAYLA VIANN
INGRAM NEATY
STAPLES GLENDA ANN
ROACH JOSEPH D III
GAINES CHRISTOPHER W. & DIANA
LINDALE ISD
LINDALE ISD
PARIS DWIGHT L & FRANCES B
WATKINS BONNIE JO & DOUGLAS T
NILKANTH LIMITED PARTNERSHIP
LINDALE GARDEN HILL APTS INC
OWEN DEBRA KATHLEEN
LINDALE ISD
RINLEE STARLIE
RINLEE W C
RAINEY LEROY
FOSHEE RUFUS D
SHARP FARRIS W & GEORGE L
EDWARDS BETTY D
SHARP GEORGE L & FARRIS W
SHARP GEORGE L & FARRIS W
RAINEY ANNA
COLLINS CHARLES
CALIP VALERIE
SHARP GEORGE LEE
PARIS D LELAND & FRANCES B
PARIS D LELAND
CAWTHON JACK ROBERT
KENNEDY WILLIAM A
CROWELL C A & K L LIVING TRUST
BEGGS H DALE TRUSTEE
CAWTHON BILLY HAMPTON
CROWELL C A & K L LIVING TRUST
HERNANDEZ KENNETH O & TANJA
WAKKINEN JUDY R
KENNEDY KELLY
SANCHEZ MATILDE & DEBORAH J
DAVIS CHARLIE J & M GAIL
HOUSING & URBAN DEV SEC OF
JOHNSON NORMAN & PATRICIA
JOHNSON NORMAN & PATRICIA
WARREN KENNETH L
ROZEAN ROBERT RANDY
McCLENNY MICHAEL E. & LINDA L.
BEGGS H DALE TR U/T/A
BEGGS H DALE TR U/T/A
BEGGS H DALE TRUSTEE
BEGGS H DALE TRUSTEE
THANE RICHARD I & GABRIELA E
ALLEGRETTO NICHOLAS J & KRISTINA M
CRYSTAL SYSTEMS INC
HIDE-A-WAY LAKE CLUB INC
CREMERS FRANCES RENEE
CAMPOS LUCIO JR & DANIELLE
ORCHARD HILLS MANAGEMENT V LLC
ORCHARD HILLS MANAGEMENT V LLC
ORCHARD HILLS MANAGEMENT V LLC
MISSION STORAGE LLC
MOORE GARY L
LINDSEY RONALD DEAN
LEVY ROY
SMITH KELLY & RENEE
SMITH KELLY & RENEE
GANNAWAY RENEE
SMITH KELLY & RENEE
HILL SUZANNE & JOSEPH WEISENBERGER
EQUITY TRUST COMPANY CUSTODIAN FBO
EQUITY TRUST CO CUSTODIAN FBO
VOYLES HAROLD G
VOYLES HAROLD G
FOSHEE FAMILY PARTNERSHIP LP
HAWLEY JIMMY D
SULLIVAN DONALD
MONTGOMERY CHARLES K &
MONTGOMERY CHARLES K &
LEIST JAMES E
LEIST JAMES E
CALIP DOROTHY LURETHA
THOMPSON GARRY WAYNE
CALIP DOROTHY LURETHA
HUGHES DAVID & TOMMY TERRY ESTATE
ARNOLD SUZANNE GARDNER
LAKE HIDE A WAY INC
WHIDDON JERRY DON & TINA
SHIFLET WILBUR ALLEN ETAL
SHIFLET WILBUR A
ARNOLD SUZANNE GARDNER
SHIFLET WILBUR ALLEN
ALLEN JEREMY R & NATALIE L
WOOLFORD PETER & KAYLA
MILES LARRY
LIEBBE WILLIAM H & DONNA I
ARNOLD SUZANNE GARDNER
THOMPSON SARAH
WILLIAMS A. & VIDA C. & CHARLES E.
WILLIAMS LORANCE W
MOORE JOHN T & JULIE M
WALTERS NANCY & DON
BROWN DANNY W & KIMBERLY A
BETHEA NOEL D & VELINDA D
WHITAKER CHARLES C JR & CLAUDIA C
3J2M RANCH LTD
HERNANDEZ SAN JUANA DIAZ
HERNANDEZ SAN JUANA DIAZ
ALEXANDER DONALD & PEGGY F
BLANCHARD LAWRENCE A
CANNON CECIL EARL
ROACH WILLIAM LEE & CHRISTINA V
LEE SHARON
HOLDER STEVE & MICHELE
WILBECK JON & KERRI
COLE GERALD D & JUDITH E &
PROPERTY OWNER
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
PARKING LOT
DISPLACEMENT
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
PARKING LOT
PARKING LOT
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
DISPLACEMENT
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
DISPLACEMENT
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
DISPLACEMENT
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
DISPLACEMENT
DISPLACEMENT
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
DISPLACEMENT
DISPLACEMENT
DISPLACEMENT
R.O.W. ACQUISITION
DISPLACEMENT
R.O.W. ACQUISITION
DISPLACEMENT
DISPLACEMENT
R.O.W. ACQUISITION
R.O.W. ACQUISITION
DISPLACEMENT
R.O.W. ACQUISITION
DISPLACEMENT
DISPLACEMENT
DISPLACEMENT
DISPLACEMENT
DISPLACEMENT
DISPLACEMENT
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
DISPLACEMENT
DISPLACEMENT
DISPLACEMENT
DISPLACEMENT
DISPLACEMENT
DISPLACEMENT
R.O.W. ACQUISITION
DISPLACEMENT
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
DISPLACEMENT
DISPLACEMENT
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
DISPLACEMENT
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
DISPLACEMENT
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
DISPLACEMENT
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
DISPLACEMENT
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
DISPLACEMENT
R.O.W. ACQUISITION
DISPLACEMENT
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
R.O.W. ACQUISITION
TYPE OF IMPACT
E
E
SD
SD
G
PBX
SD
PBX
EPBX
E
PBX
EPBX
PBX
E
CALC81
E
G
PBX
PBXE
EPBX
SDMHS
SDMHS
SDMHS
SDMHS
SDMHS
SDMHS
SDMHS
SDMHS
SDMHS
SDMHS
WW
W
W
W
W
W
W
W
W
W
W
W
W
WWW
W
W
W
W
W
W
W
WW
W
W
W
W
WWW
W
W
W
WW
W
W
W
WW
W
WWWW
W
W
WWW
WWW
W
W
WW
W
W
W
W
W
W
W
W
W
WW
WW
W
W
W
WWW
W
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
TT
T
T
T
T
T
T
T
T
TT
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
30"
STM.
24"
ST
M.
27" STM. SWR.
27"
ST
M.
18" STM.
ST
M.
24"
30" STM. SWR.
24"
ST
M.
24" STM. SWR.24"
ST
M.
SWR.
24" STM.
ELEMENTARY
COLLEGE STREET
BE
LL
ST.
FM 849
METHODIST CHURCHFIRST UNITED
US 69
N.
CO
LL
EG
E
ST.
N.
HE
NR
Y
ST.
S.
HE
NR
Y
ST.
ST
ADI
UM
DR.
LI
ND
AL
E
CM
TR
Y
RO
AD
SP
RI
NG
CR
ES
T
LN.
SE
NTI
NA
L
LN.
LO
RI
NG
LN.
ME
AD
OW
CR
ES
T
DR.
CR 476
FM 16
CO
UN
TR
YW
OO
D
CR
EE
KSI
DE
DR.
CR 4183
CR 4199
S.
BO
YD
ST.
CANDY CO.LINDALE
CHRISTCHURCH OF
BANKSTATELINDALE
DUPLEXMISSION RANCH
MISSION STORAGE
CLINICLINDALE VETERINARY
MEADOW CREST
EXIST ROW
EXIST ROW
PROP ROW
PROP ROW
PROP ROW
EXIST R
OW
EXIST R
OW
EXIST ROW
PROP ROW
PROP ROW
PROP ROW
PROP ROW
EXIST
ROW
(BY OTHERS)FUTURE LOOP 49
PROP ROW
PROP ROW
CSJ 0522-04-032STA 469+16END PROJECT
EXIST
ROW
53
52
54
5556
57
58
59
62
63
60258
61
259261
68
6766
65
64
266
69
70
268
71
72
273
274
73
74
279
280
75
283
76
102
103105
107
108
109
110
111
112113
121
122
123
140
144147
151159
160
167
168
169
186
171
174170
181
156
154
152254
129
126
124119
118
104
285
101
100
9997
969594
9392
267
91
265
262
90
89
88
87
86
85
98
84838281
80
79
78
307
127
128
313
314
315
PC345
+00.81
PC453
+91.97
PC460
+18.51
PR
C462
+50.71
PO
T471
+30.93
340+00
345+00
350+00
355+00
360+00
445+00
455+00
460+00
470+00
PI Sta 359+96.45
D
L = 2,957.64'
T = 1,495.64'
R = 8,060.00'
Sta 345+00.81PC
PT Sta 374+58.45
PI Sta 382+46.41
D
L = 622.54'
T = 313.38'
R = 2,195.00'
Sta 379+33.04PC
PT Sta 385+55.58
PI Sta 412+57.25
D
L = 997.25'
T = 507.38'
R = 2,195.00'
Sta 407+49.86PC
PT Sta 417+47.11
PI Sta 428+96.82
D
L = 1,065.48'
T = 543.45'
R = 2,195.00'
Sta 423+53.37PC
PT Sta 434+18.84
PI Sta 456+05.21
D
L = 425.96'
T = 213.24'
R = 3,500.00'
Sta 453+91.97PC
PT Sta 458+17.93
PI Sta 461+34.66
D
L = 232.20'
T = 116.16'
R = 3,000.00'
Sta 460+18.51PC
PRCSta 462+50.71
PI Sta 463+54.28
D
L = 206.92'
T = 103.57'
R = 1,800.00'
Sta 462+50.71PRC
PT Sta 464+57.63
ALTERNATIVE NO. 1
S.
CO
LL
EG
E
ST.
FM 16
FM 16
CENTERFAMILY MINISTRY
EXIST ROW
PROP ROW
FM 16
EXIST ROW
EXIST ROW
PT374
+58.45
PC379
+33.04
PT385
+55.58
PC407
+49.86
PT417
+47.11
PC423
+53.37
PT434
+18.84
PT458
+17.93
PT464
+57.63
370+00
375+00
380+00385+00
390+00
395+00
400+00
405+00
410+00
415+00
420+0
0
425+00
430+00
435+00
440+00
450+00
465+00365+00
CSJ 0522-04-032STA 469+16
END PROJECT
CSJ 0522-04-032STA 237+68BEGIN PROJECT
N
POINT
IDENTICAL
yT
a
rel
niM loeMineoal
reyT l
yS l navt
niW o
M
an
W inona
navlyStM
t M
ey
S anvyl
derGa n lla V
Garden Valley
navlyStM
Ven a eylld
5V
9
1a
ar
n
G Garden Val ye
naV
l
51
9
T
e
PO
dal
P 818. 4
Y LCIT I
inMI
L
C et yre em et yre emC
2%
FM 16
2%
LANE
12'
LANE
12'
EXI
ST
RO
W
EXI
ST
RO
W[ FM 16
70' ROW
EXIST STA 453+50 TO EXIST STA 468+74
SHLDR
2'
SHLDR
2'
SURF TREAT & ACP
VARIABLE DEPTH
2%
4:1 4:1
FM 16
2%
LANE
12'
LANE
12'
EXI
ST
RO
W
EXI
ST
RO
W
[ FM 16
70' ROW
EXIST STA 237+68 TO EXIST STA 453+50
SHLDR
2'
SHLDR
2'
SURF TREAT & ACP
VARIABLE DEPTH
LANE
14'
EXISTING URBAN TYPICAL SECTION EXISTING RURAL TYPICAL SECTION
** **
** VARIES STA 463+00 TO 469+00 (HEAD-IN PARKING)
PROPOSED TYPICAL SECTION
6:1 USUAL
6:1 USUAL
PGL
LANE
12'
C FM 16
LANE
12'
LANE
12'
LANE
12'
2% 2%
TWLTL
14'
PR
OP
RO
W
PR
OP
RO
W
SHLDRSHLDR
EXI
ST
RO
W
EXI
ST
RO
W
STA 261+00 TO STA 435+50
RURAL SECTION ALTERNATIVE 1
10' 10'
70' EXIST ROW
35' MIN - 105' MAX
PROP ROW
VARIES (170' MIN - 300' MAX)
VARIES (100' - 160') VARIES (70' - 140')
65' MIN - 125' MAX
PROP ROW
MEDIANOR FLUSH
4:1 USUAL
CLEAR ZONE
30'
CLEAR ZONE
30'
4:1 USUAL
GROUND
EXIST
L
LANE
12'
LANE
12'
2%
EXI
STI
NG
RO
W
2%
EXI
STI
NG
RO
W
LT TURN
14'
LANE
LANE
12'
LANE
12'
5'
5'
PR
OP
RO
W
PR
OP
RO
W
50'
50'
15'
15'
PROP ROW
100' (TYP)
5'
5'
LANE
12'
2% 2%
PARKING
12'
BUILDINGEXISTING
BUILDINGEXISTING
LANE
12'
(PARALLEL)
LANE
14'
BIKE
6'
TURN
12'
SDWLK
5'
11'
STA 465+50 TO STA 468+62
PROPOSED URBAN FM 16 TYPICAL SECTION
LANE
SDWLK BIKEBIKE SDWLK
2%
2' 2'
2'
2'
7'
7'
2'
4'
EXI
ST
RO
W
EXI
ST
RO
W
SDWLKBIKE
6'
70' EXIST ROW **
STA 462+10 TO STA 465+50 (EXIST ROW=100')
STA 435+50 TO STA 465+50
URBAN TYPICAL SECTION:
PROPOSED URBAN FM 16 TYPICAL SECTION AT US 69
**
BUILDING TO BUILDING
100' EXIST ROW