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Culvert
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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
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
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
PROP ROW
PROP ROW
PROP ROW
CR 481(
EA
ST)
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
PROP ROW
EXIST ROW
EXIST ROW
PROP ROW
PROP ROW
EXIST R
OW
EXIST R
OW
PROP ROW
STA 324+40BEGIN BRIDGE
STA 331+00BEGIN BRIDGE
STA 312+60BEGIN BRIDGE
FM 16
STA 314+60END BRIDGE
STA 325+60END BRIDGE
STA 332+40END BRIDGE
ST
RU
CT
UR
E #39
NO
RT
HG
AT
E
DR.
C
R 479
C
R 436
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
480.66
464.73
453.97
431.48
440.36
438.09
429.79
418.00
421.06
417.18
391.25
386.98
393.76
387.11
386.03
392.36
419.42
ST
A
= 264
+70.00
EL
= 465.58'
(-)3.20 %
(-)1.87 %
ST
A
= 268
+00.00
EL
= 459.40'
(-)1.87 %
(-)2.60 %
ST
A
= 274
+80.00
EL
= 441.70'
(-)2.60 %0.50 %
L = 450.00'
K = 145
ex = 1.75'
ST
A
= 279
+00.00
EL
= 443.80'
0.50 % (-)0.65 %
ST
A
= 289
+50.00
EL
= 437.00'
(-)0.65 %
(-)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 %
(-)4.06 %
L = 700.00'
K = 154
ex = -3.99'
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
VP
C 272
+55.00 '
EL.
= 447.55
VP
T 277
+05.00 '
EL.
= 442.82
VP
C 278
+00.00 '
EL.
= 443.30
VP
T 280
+00.00 '
EL.
= 443.15
VP
C 288
+00.00 '
EL.
= 437.97
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 299
+00.00 '
EL.
= 421.88
VP
T 306
+00.00 '
EL.
= 409.42
465.18
454.19
443.24
443.15
439.91
435.40
423.47
422.05
413.15
396.37
392.35
393.30
392.53
392.11
398.38
420.98
L = 500.00'
K = 141
ex = 2.21'
VP
C 307
+00.00 '
EL.
= 405.36
VP
T 312
+00.00 '
EL.
= 393.91
(-)0.52 %
(-)4.06 %
ST
A
= 309
+50.00
EL
= 395.21'
ST
A
= 316
+00.00
EL
= 391.83'
VP
T 316
+75.00 '
EL.
= 392.20
VP
C 315
+25.00 '
EL.
= 392.22
(-)0.52 % (+)0.50 %
(+)0.50 % (-)0.50 %
ST
A
= 319
+50.00
EL
= 393.58'
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'
VP
C 328
+70.00 '
EL.
= 392.18
VP
T 330
+30.00 '
EL.
= 392.26
(+)0.50 % (-)0.50 %
(-)0.50 % (+)0.60 %
ST
A
= 329
+50.00
EL
= 391.78'
VP
T 327
+30.00 '
EL.
= 392.88
VP
C 325
+70.00 '
EL.
= 392.88
ST
A
= 335
+70.00
EL
= 395.50'
(+)0.60 %
(+)5.9
3 %
L = 750.00'
K = 141
ex = 4.99'
VP
C 331
+95.00 '
EL.
= 393.25
VP
T 339
+45.00 '
EL.
= 417.72
END STA 325+60
BEG STA 324+40
BRIDGE
END STA 314+60
BEG STA 312+60
BRIDGE
END STA 332+40
BEG STA 331+00
BRIDGE
42" RCP
STA 267+12
6'x4' SBC
STA 274+20
18" RCP
STA 286+30
6'x4' SBC
STA 296+30
24" RCP
STA 278+50
36" RCP
STA 275+19
L = 200.00'
K = 150
ex = 0.33'
L = 200.00'
K = 274
ex = -0.18'
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 = 160.00'
K = 140
ex = 0.22'
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 %
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
36" RCP
STA 244+51
L = 200.00'
K = 180
ex = 0.28'
L = 200.00'
K = 270
ex = 0.19'
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
528.58
536.93
526.38
513.80
495.90
536.75
526.19
514.98
496.64
480.63
350
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
510
520
490
500
510
520
530
550
560
570
580
590
600
610
540
450
460
470
480
430
440
PRELIMINARY SUBJECT TO CHANGE530
PO
T231
+00.00
PC244
+60.93
PT250
+90.57
PC286
+00.98
PT293
+25.03
PC318
+21.02
PT330
+88.75
PC336
+94.00
235+00
240+00
245+00250+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
PI Sta 247+77.44
D
L = 629.64'
T = 316.50'
R = 2,493.00'
Sta 244+60.93PC
PT Sta 250+90.57
PI Sta 289+66.32
D
L = 724.05'
T = 365.34'
R = 2,195.00'
Sta 286+00.98PC
PT Sta 293+25.03
PI Sta 324+64.96
D
L = 1,267.73'
T = 643.94'
R = 2,930.00'
Sta 318+21.02PC
PT Sta 330+88.75
PI Sta 339+57.14
D
L = 526.17'
T = 263.13'
R = 11,100.00'
Sta 336+94.00PC
PT Sta 342+20.17
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
ALTERNATIVE NO. 3
N
LINDALE
FM 16 RURAL ALTERNATIVE 3
100 200 300
HORIZONTAL
GRAPHIC SCALES IN FEET
10 20 30
VERTICAL
GRAPHIC SCALES IN FEET
CSJ 0522-04-032STA 469+25
END PROJECT
CSJ 0522-04-032STA 237+68BEGIN PROJECT
POINT
IDENTICAL
PROPERTY DISPLACEMENT SUMMARY
MA
TC
H
LI
NE
ST
A 340
+00
315
314
313
307
306
305
304
303
285
279
274
273
268
265
262
259
258
254
186
181
174
171
170
169
167
166
165
160
159
157
156
154
152
151
147
144
141
140
129
126
124
123
122
121
119
118
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
ORCHARD HILLS MANAGEMENT IV LLC
FRANKE MURIEL DAWN
ORCHARD HILLS MANAGEMENT LLC
MISSION STORAGE LLC
MOYER RONALD DEAN & EVELYN SUE
BRICENO EULOGIO 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
LINDALE GARDEN HILL APTS INC
OWEN DEBRA KATHLEEN
LINDALE ISD
RINLEE STARLIE
RINLEE W C
RAINEY LEROY
DORROUGH GRACIE ESTATE
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
DISPLACEMENT
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
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
DISPLACEMENT
DISPLACEMENT
R.O.W. ACQUISITION
DISPLACEMENT
DISPLACEMENT
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
R.O.W. ACQUISITION
R.O.W. ACQUISITION
PARKING LOT
PARKING LOT
PARKING LOT
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
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
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 USUAL6:1
USUAL
PGL
LANE
12'
LANE
12'
LANE
12'
LANE
12'
2% 2%
TWLTL
14'
PR
OP
RO
W
SHLDRSHLDR
EXI
ST
RO
W
EXI
ST
RO
W
C FM 16
EXIST
C FM 16
PROP
STA 263+24 TO STA 435+87
RURAL SECTION ALTERNATIVE 3
10' 10'
70' EXIST ROW
200' TYP - 350' MAX
PROP ROW
(100'MIN - 200'MAX)VARIES 150' TYP
PROP ROW
PR
OP
RO
W
MEDIANOR FLUSH
4:1 USUAL
4:1 USUAL
(10'MIN - 80'MAX)VARIES 30' TYP
PROP ROW
GROUND
EXIST
L
L
CLEAR ZONE
30'
CLEAR ZONE
30'
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
Culvert
Culvert
Culvert
TFP
FH
LP
FH
Goal
LP
Inlet
Inlet
Inlet
Culvert
MH
FH
FH
TFP
LP
TL
LP
TFP/LP
TFP
30001555.78
PP
2-36
Culvert
Stock Pile
Culvert
TFP
Culvert
PP2-43
FP
TFP
LP
LP
FH
TFP
Culvert
Culvert
Inlet
PP2-42
FH
TFP
FP
TFP
TFP
LP TFP
TFP
TFP
LP
Culvert
FH
LP
TFP/LP
TFP
TFP
Culvert
Culverts
PP
2-40
TFP
TFP TFP
Goal
Stock Piles
Culverts
Culvert
Culvert
PP2-39
PP2-38
FH
TFP
Debris
Debris
Culvert
Culvert
FP
Tank
Pool
PP2-37
TFP/LP
Culvert
Culvert
Culvert
Debris
PP2-42
PP
2-44
TFP
FH
TFP
TFP
LP
TFP
LP
Culvert
Culvert
PP2-45
LP
TFP FH
TFP
TFP
LP
TFP
TFP
Culvert
TFP
LP
LP
LP
TFP
PP2-46
Culverts
Water
TFP
TFP
TFP/LP
Culvert
PP
2-47
Ruins
Ruins
TFP
LP
PP2-48
Culvert
Ruins
Water
WaterCulvert
Culvert
PP2-49
30003522.22
TFP
Culvert
LP
TFP
TFP
Culverts
PP2-50
LP
TFP
Pool
Construction
FH
TFP
TFP/LP
TFP
Culvert
PP2-51
Inlets
TFP
LP
FH
LP
TL
MH
MH
TFP
TFP/LP
MH
MH
TFP
CulvertCulvert
LP
LP
MH
MH
Culvert
Culvert
PP2-52
Inlet
Inlet
LP
LP
LP
LP
LP
TFP
LP
FH
LP
LP
LP
Inlet
Inlet
FH
LP
TFP
MH
PP2-53
Inlet
TFP/LP
TFP/LP
TFP
LP
LP
LP
FH
FH
Culvert
Culvert
TFP
Culvert
TFP
MH
LP
LP
Goal
TFP
Inlet
InletInlet
Inlet
Goal Goal
PP
2-54
Inlets
LP
FH
LP
MH
FP LP
LP
LP FH TFP/LP
TFP LP
MH
LP
LP
LP
MH
FH
LP
FP FP FP
LP
MH LP
Culvert
MH
PP2-55
FH
LP
TFP
MH MH
LP
TL
FH
Inlet
TFP FH LP LP
LP
LP
TFP
LP
TL
TL
LP
TFP
TFP
FH
Inlet
TFP TFP
Inlet
MH
TFP
Inlet
Inlet
TFP
FH
TL
LP
LP
TFP
Culvert
LP
Inlet
Inlet
LP
TFP/LP
LP
LP
TFP LP
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
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.
ONLYONLY
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
PROP ROW
PROP ROW
PROP ROW
(BY OTHERS)FUTURE LOOP 49
CSJ 0522-04-032STA 469+25END PROJECT
EXIST R
OW
EXIST R
OW
EXIST ROW
EXIST ROW
EXIST
ROW
EXIST
ROW
EXIST ROW
EXIST ROW
PROP ROW
PROP ROW
PROP ROW
PROP ROW
PROP ROW
EXIST ROW
EXIST ROW
PROP ROW
PROP ROW
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
491.46
510.87
514.16
530.43
526.31
540.64
528.56
531.70
540.89
542.00
549.43
565.03
541.27
495.58
522.06
533.00
544.79
541.24
570.04
570.71
560.61
552.81
556.02
508.77
518.13
526.39
534.66
540.74
533.29
530.08
538.97
537.41
540.39
548.71
542.81
530.85
523.52
532.11
541.17
544.73
569.47
570.94
560.14
552.77
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 %
1.65 %
L = 300.00'
K = 181
ex = -0.62'
ST
A
= 385
+85.00
EL
= 544.32'
1.65 % (-)2.68 %
L = 700.00'
K = 162
ex = -3.79'
ST
A
= 393
+00.00
EL
= 525.16'
(-)2.68 % 2.08 %
L = 700.00'
K = 147
ex = 4.16'
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 %2.4
0 %
L = 500.00'
K = 150
ex = 2.09'
ST
A
= 415
+50.00
EL
= 553.58'
2.40 % (-)2.39 %
L = 800.00'
K = 167
ex = -4.79'
ST
A
= 431
+00.00
EL
= 516.50'
(-)2.39 % 3.86 %
L = 950.00'
K = 152
ex = 7.42'
ST
A
= 438
+00.00
EL
= 543.50'
3.86 %
(-)1.17 %
L = 400.00'
K = 80
ex = -2.51'
ST
A
= 444
+00.00
EL
= 536.50'
(-)1.17 %
5.60 %
L = 650.00'
K = 96
ex = 5.50'
ST
A
= 451
+50.00
EL
= 578.50'
5.60 %
(-)2.16 %
L = 475.00'
K = 61
ex = -4.61'
ST
A
= 464
+00.00
EL
= 551.50'
(-)2.16 % 0.89 %
L = 400.00'
K = 131
ex = 1.52'
ST
A
= 468
+00.00
EL
= 555.05'
0.89 %
1.49 %
556.69
VP
C 364
+00.00 '
EL.
= 505.74
VP
T 367
+00.00 '
EL.
= 513.18
VP
C 382
+35.00 '
EL.
= 538.54
VP
T 389
+35.00 '
EL.
= 534.94
VP
C 389
+50.00 '
EL.
= 534.54
VP
T 396
+50.00 '
EL.
= 532.44
VP
C 398
+50.00 '
EL.
= 536.59
VP
T 403
+10.00 '
EL.
= 539.20
VP
C 405
+20.00 '
EL.
= 537.22
VP
T 410
+20.00 '
EL.
= 540.86
VP
C 411
+50.00 '
EL.
= 543.98
VP
T 419
+50.00 '
EL.
= 544.01
VP
C 426
+25.00 '
EL.
= 527.86
VP
T 435
+75.00 '
EL.
= 534.82
VP
C 436
+00.00 '
EL.
= 535.78
VP
T 440
+00.00 '
EL.
= 541.17
VP
C 440
+75.00 '
EL.
= 540.29
VP
T 447
+25.00 '
EL.
= 554.70
VP
C 449
+12.50 '
EL.
= 565.20
VP
T 453
+87.50 '
EL.
= 573.37
VP
C 462
+00.00 '
EL.
= 555.82
VP
T 466
+00.00 '
EL.
= 553.27
VP
C 467
+50.00 '
EL.
= 554.60
VP
T 468
+50.00 '
EL.
= 555.79
2-36" RCP
STA 432+68
36" RCP
STA 401+60
5'x4' SBC
STA 443+28
42" RCP
STA 409+10
36" RCP
STA 378+50
5'x3' SBC
STA 392+05
24" RCP
STA 428+61
2-36" RCP
STA 371+58
30" RCP
STA 424+4042" RCP
STA 425+90
17.5' MIN
LCLP 49
L = 100.00'
K = 167
ex = 0.08'
CR 476
ME
AD
OW
CR
ES
T
DR.
340+00 345+00 350+00 355+00 360+00
419.42
453.54
472.27
478.16
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
450.56
470.81
478.06
492.52
ST
A
= 348
+30.00
EL
= 470.18'
(+)5.9
3 %
(+)1.16 %
L = 750.00'
K = 157
ex = -4.47'
VP
C 344
+55.00 '
EL.
= 447.95
VP
T 352
+05.00 '
EL.
= 474.52
5'x3' SBC
STA 354+15
36" RCP
STA 350+36
LINDALE
16
849
69
LakesHi
de a
Way
Br
Hubbard
Branch
Luck
eible
Branch
Davis
Br
Stevenson
LakeTomlin
FM 16 RURAL ALTERNATIVE 3
100 200 300
HORIZONTAL
GRAPHIC SCALES IN FEET
10 20 30
VERTICAL
GRAPHIC SCALES IN FEET
PRELIMINARY SUBJECT TO CHANGE
PROPERTY DISPLACEMENT SUMMARY
FM 16 URBAN
420
430
440
450
460
470
480
410
400
390
380
370
360
350
510
500
490
450
460
470
480
510
500
490
520
530
540
550
560
570
580
590
600
610
MA
TC
H
LI
NE
ST
A 340
+00
315
314
313
307
306
305
304
303
285
279
274
273
268
265
262
259
258
254
186
181
174
171
170
169
167
166
165
160
159
157
156
154
152
151
147
144
141
140
129
126
124
123
122
121
119
118
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
ORCHARD HILLS MANAGEMENT IV LLC
FRANKE MURIEL DAWN
ORCHARD HILLS MANAGEMENT LLC
MISSION STORAGE LLC
MOYER RONALD DEAN & EVELYN SUE
BRICENO EULOGIO 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
LINDALE GARDEN HILL APTS INC
OWEN DEBRA KATHLEEN
LINDALE ISD
RINLEE STARLIE
RINLEE W C
RAINEY LEROY
DORROUGH GRACIE ESTATE
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
DISPLACEMENT
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
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
DISPLACEMENT
DISPLACEMENT
R.O.W. ACQUISITION
DISPLACEMENT
DISPLACEMENT
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
R.O.W. ACQUISITION
R.O.W. ACQUISITION
PARKING LOT
PARKING LOT
PARKING LOT
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
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
TYPE OF IMPACT
PT416
+70.81
PT342
+20.17
PC348
+86.74
PT371
+08.72
PC380
+10.72
PT385
+36.96
PC406
+73.56
PC424
+01.82
PT434
+67.30
PC438
+86.89
PT441
+86.83
PC447
+27.14
PT450
+27.08
PC454
+00.84
PT458
+26.80
PC460
+27.38
PR
C462
+59.58
PT464
+66.50
PO
T471
+39.80
420+0
0
340+00
345+00
350+00
355+00
360+00 365+00
370+00
375+00
380+00385+00
390+00
395+00
400+00
405+00
410+00
415+00
425+0
0
430+00
435+00
440+00
445+00
450+00
455+00
460+00
465+00 470+00
PI Sta 360+04.82
D
L = 2,221.98'
T = 1,118.08'
R = 8,060.00'
Sta 348+86.74PC
PT Sta 371+08.72
PI Sta 382+75.11
D
L = 526.25'
T = 264.39'
R = 2,195.00'
Sta 380+10.72PC
PT Sta 385+36.96
PI Sta 411+80.94
D
L = 997.25'
T = 507.38'
R = 2,195.00'
Sta 406+73.56PC
PT Sta 416+70.81
PI Sta 429+45.27
D
L = 1,065.48'
T = 543.45'
R = 2,195.00'
Sta 424+01.82PC
PT Sta 434+67.30
PI Sta 440+36.87
D
L = 299.94'
T = 149.98'
R = 12,000.00'
Sta 438+86.89PC
PT Sta 441+86.83
PI Sta 448+77.12
D
L = 299.94'
T = 149.98'
R = 12,000.00'
Sta 447+27.14PC
PT Sta 450+27.08
PI Sta 456+14.08
D
L = 425.96'
T = 213.24'
R = 3,500.00'
Sta 454+00.84PC
PT Sta 458+26.80
PI Sta 461+43.54
D
L = 232.20'
T = 116.16'
R = 3,000.00'
Sta 460+27.38PC
PRCSta 462+59.58
PI Sta 463+63.15
D
L = 206.92'
T = 103.57'
R = 1,800.00'
Sta 462+59.58PRC
PT Sta 464+66.50
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
S.
CO
LL
EG
E
ST.
FM 16
FM 16
CENTERFAMILY MINISTRY
FM 16
ALTERNATIVE NO. 3
N
CSJ 0522-04-032STA 469+25
END PROJECT
CSJ 0522-04-032STA 237+68BEGIN PROJECT
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 USUAL6:1
USUAL
PGL
LANE
12'
LANE
12'
LANE
12'
LANE
12'
2% 2%
TWLTL
14'
PR
OP
RO
W
SHLDRSHLDR
EXI
ST
RO
W
EXI
ST
RO
W
C FM 16
EXIST
C FM 16
PROP
STA 263+24 TO STA 435+87
RURAL SECTION ALTERNATIVE 3
10' 10'
70' EXIST ROW
200' TYP - 350' MAX
PROP ROW
(100'MIN - 200'MAX)VARIES 150' TYP
PROP ROW
PR
OP
RO
W
MEDIANOR FLUSH
4:1 USUAL
4:1 USUAL
(10'MIN - 80'MAX)VARIES 30' TYP
PROP ROW
GROUND
EXIST
L
L
CLEAR ZONE
30'
CLEAR ZONE
30'
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