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OCTOBER 25, 2011O.P.R.P.C.T
VOL. 1818, PG. 713730.58 ACRES
POWELL EASTEX PROPERTIES, LTD
MAY 19, 2003O.P.R.P.C.T
VOL. 1327, PG. 96069 ACRES
"PARCEL THREE"JOHN WALTER COBB, ET UX
JUNE 29, 1995O.P.R.P.C.T
VOL. 978, PG. 39052.25 ACRES"TRACT ONE"
CHARLES W. CHANDLER, ET UX
NOVEMEBER 6, 2008O.P.R.P.C.T.
VOLUME 1670, PAGE 6911.748 ACRES
BRYAN K. FANN SR.
DECEMBER 23, 2004D.R.P.C.T.
VOLUME 1427, PAGE 678(PARENT TRACT)
5.89 ACRESPRESTON L. LANKFORD
OCTOBER 31, 1979D.R.P.C.T.
VOLUME 370, PAGE 803.89 ACRES
RUTH ANN PARRISH
D.R.P.C.T.VOL. 221, PG. 287
DESCRIBED INSEPTEMBER 11, 2014
O.P.R.P.C.TVOL. 1964, PG. 565
RESIDUAL 10.844 ACRESLON L. HELTON, JR.
JUNE 29, 1995O.P.R.P.C.T
VOL. 978, PG. 3909 ACRES
"TRACT TWO"CHARLES W. CHANDLER, ET UX
MA
Y 19, 2003
O.P.R.P.C.T
VO
L. 1327,
PG. 960
4 A
CR
ES
"P
AR
CEL T
WO"
JO
HN
WA
LTE
R C
OB
B,
ET U
X
SEPTEMBER 22, 1980O.P.R.P.C.T.
VOLUME 385, PAGE 124.875 ACRES
ROBBIE RAYE PARRISH
DECEMBER 27, 2012O.P.R.P.C.T
VOLUME 1876, PAGE 5166.62 ACRES
JOHN D. CLIFTON
MAY 10, 2013O.P.R.P.C.T
VOL. 1897, PG. 2575.60 ACRES
MARK A. DYKES, ET UX
OCTOBER 5, 1989O.P.R.P.C.T
VOL. 736, PG. 82212.0 ACRES
MARK A. DYKES, ET UX
OCTOBER 16, 1937D.R.P.C.T.
VOLUME 112, PAGE 134"TRACT 1"
2.87 ACRESAND JESSIE HESTER
WILL HESTER
OCTOBER 1, 2008O.P.R.P.C.T
VOL. 1677, PG. 53611.030 ACRES
"TRACT 1"AND KACEE H. KIRSCHVINK
STARLET H. AGRELLA
OCTOBER 1, 2008O.P.R.P.C.T
VOL. 1677, PG. 5364.875 ACRES"TRACT 2"
AND KACEE H. KIRSCHVINKSTARLET H. AGRELLA
D.R.P.C.T.VOLUME 29, PAGE 3AND DESCRIBED IN
MARCH 4, 1901D.R.P.C.T.
VOLUME 29, PAGE 59210.2 ACRESJ. W. COBB
APRIL 21, 2009O.P.R.P.C.T
VOL. 1698, PG. 58010 ACRES
STARLET AGRELLAMARK AGRELLA AND
IS ESTATE OF J.D. WATSONCURRENT OWNER
SEPTEMBER 15, 1990O.P.R.P.C.T.
VOLUME 779, PAGE 595RESIDUAL 6.7 ACRES
RUTH WATSON PARRISH
D.R.P.C.T.VOL. 221, PG. 287
DESCRIBED INSEPTEMBER 11, 2014
O.P.R.P.C.TVOL. 1964, PG. 565
RESIDUAL 10.844 ACRESLON L. HELTON, JR.
OCTOBER 25, 2011O.P.R.P.C.T
VOL. 1818, PG. 713730.58 ACRES
POWELL EASTEX PROPERTIES, LTD
AUGUST 31, 2007O.P.R.P.C.T
VOL. 1601, PG. 323"TRACT 357"
(CALCULATED XXX ACRES)RESIDUAL 1,227.1744 ACRES
PACES CREEK WOODLANDS, LP
AUGUST 4, 2005O.P.R.P.C.T
VOL. 1463, PG. 552RESIDUAL 200 ACRES
J. COBB FAMILY LIMITED PARTNERSHIP
AUGUST 4, 2005O.P.R.P.C.T
VOL. 1463, PG. 552RESIDUAL 200 ACRES
J. COBB FAMILY LIMITED PARTNERSHIP OCTOBER 5, 1989O.P.R.P.C.T
VOL. 736, PG. 82212.0 ACRES
MARK A. DYKES, ET UX
L:\
CI
VI
LC
OR
P_
LL
C\
Active\
Tx
DO
T\1320193
US 59
Sche
matic and
Environ
mental
WA3\
Dra
wings\
DG
N\
Road
way\
US59_
SC
HE
MA
TI
C_03.dgn
2/8/2018
8:51:25
AM
FI
LE:
DA
TE:
$FILEABBR$
STA = 1154+45.00
EL = 299.21'
(+)1.30% (-)3.66%
L = 1,230.00'
K = 248
ex = -7.63'
STA = 1173+65.00
EL = 228.90'
(-)3.66% (+)2.0
0%
L = 1,030.00'
K = 182
ex = 7.29'
STA = 1188+40.00
EL = 258.40'
(+)2.0
0% (-)2.40%
L = 1,100.00'
K = 250
ex = -6.05'
STA = 1198+90.00
EL = 233.20'
(-)2.40% (+)2.0
0%
L = 800.00'
K = 182
ex = 4.40'
STA = 1211+00.00
EL = 257.40'
(+)2.0
0% (-)2.40%
L = 1,090.00'
K = 248
ex = -5.99'
STA = 1222+50.00
EL = 229.80'
(-)2.40% (+)2.4
0%
L = 870.00'
K = 181
ex = 5.22'
STA = 1245+50.00
EL = 285.00'
(+)2.4
0% (-)2.40%
L = 1,190.00'
K = 248
ex = -7.14'
VP
T 1160
+60.00'
EL
= 276.68
VP
C 1168
+50.00'
EL
= 247.76
VP
T 1178
+80.00'
EL
= 239.20
VP
C 1182
+90.00'
EL
= 247.40
VP
T 1193
+90.00'
EL
= 245.20
VP
C 1194
+90.00'
EL
= 242.80
VP
T 1202
+90.00'
EL
= 241.20
VP
C 1205
+55.00'
EL
= 246.50
VP
T 1216
+45.00'
EL
= 244.32
VP
C 1218
+15.00'
EL
= 240.24
VP
T 1226
+85.00'
EL
= 240.24
VP
C 1239
+55.00'
EL
= 270.72
292.84
293.25
293.26
292.87
292.07
290.87
289.26
287.25
284.84
282.03
278.81
275.22
271.56
267.90
264.23
260.57
256.91
253.25
249.59
245.99
242.88
240.32
238.31
236.84
235.93
235.56
235.75
236.49
237.77
239.60
241.60
243.60
245.60
247.59
249.35
250.71
251.67
252.23
252.39
252.15
251.51
250.47
249.03
247.19
244.96
242.56
240.49
238.97
238.00
237.58
237.71
238.39
239.62
241.40
243.40
245.40
247.36
248.97
250.18
250.99
251.40
251.40
251.00
250.19
248.98
247.37
245.35
243.00
240.60
238.40
236.74
235.64
235.08
235.08
235.64
236.74
238.40
240.60
243.00
245.40
247.80
250.20
252.60
255.00
257.40
259.80
262.20
264.60
267.00
269.40
271.76
273.77
275.39
276.60
277.40
277.81
277.81
277.40
276.60
296.50
299.14
302.00
305.18
308.35
306.13
300.82
297.75
294.98
290.90
287.01
283.19
278.10
272.90
268.48
260.68
253.31
246.86
241.92
238.54
236.42
233.70
230.14
223.40
225.60
223.51
225.07
224.76
219.95
224.48
224.16
224.10
222.83
222.45
221.96
220.85
222.95
220.15
224.31
222.01
223.17
220.75
220.55
219.72
222.74
225.18
227.58
229.98
232.29
232.39
232.39
235.85
238.41
240.88
242.83
245.01
247.48
249.81
251.98
253.86
255.66
257.28
255.70
253.99
252.57
249.17
244.67
240.44
234.41
231.30
231.17
230.73
223.56
231.09
232.83
236.92
241.11
244.79
247.69
248.26
244.52
236.02
244.17
249.50
252.81
252.00
247.87
241.16
234.62
234.23
236.97
241.27
247.45
253.29
256.50
257.52
256.37
255.44
252.72
STATE OF TEXAS
FOR:
PRELIMINARY DESIGN SCHEMATIC
US 59
POLK COUNTY
287
942
59
287
59
0
HORIZ SCALE
200'100' 0 20'10'
VERT SCALE
CORRIGAN
VICINITY MAP
ENGINEERS SURVEYORS
FIRM REGISTRATION NUMBER - 10283
PRELIMINARY
SUBJECT TO CHANGE DOCUMENT
NOT A BIDDING
PRELIMINARY
BY
DATE
OR PERMITTING
NOT FOR CONSTRUCTION, BIDDING
#
LEGEND
Texas Department of Transportation
R
PLANT
ROY O. MARTIN
STA 1034+14BEGIN PROJECT
STA 1370+00END PROJECT
THOMAS C. KUYKENDALL, JR. P.E. #86302
US 59 TRAFFIC VOLUMES
APPROX LENGTH OF PROJECT= 33,586 FT = 6.4 MI
PROJECT LIMITS: 3.0 MI S OF US 287 TO 3.4 MI N OF US 287
RAMPS = 50 MPH
MAINLANES = 70 MPH
DESIGN SPEED:
FUNCTIONAL CLASSIFICATION: RURAL FREEWAY
CHERYL P. FLOOD, P.E. DISTRICT ENGINEER
CSJ 0176-04-056 & CSJ 0176-05-104 (POLK COUNTY)
PROJECTED (2039 ADT): 16,000
EXISTING (2019 ADT): 11,650
NUMBER OF LANES
WETLANDS
FLOODPLAIN
PAVEMENT TO BE REMOVED
PROPOSED DRIVEWAY
PROPOSED CONNECTORS, RAMPS & CROSS STREETS
PROPOSED MAINLANES
PROPOSED BRIDGE
PROPOSED WASTEWATER LINE (BY OTHERS)
EXISTING GAS LINE
EXISTING FIBER OPTICS (UNDERGROUND)
EXISTING OVERHEAD ELECTRIC AND OVERHEAD TELEPHONE
EXISTING OVERHEAD ELECTRIC
EXISTING OVERHEAD HIGH VOLTAGE TRANSMISSION LINE
EXISTING PROPERTY LINE
PROPOSED C.O.A.
PROPOSED ROW
EXISTING ROW
SUBMITTAL DATE: FEBRUARY 2018
HOUSTON OFFICEVICTORIA OFFICE
PH:361-570-7500 - FX:361-570-7501
VICTORIA, TX 77904
1501 E. MOCKINGBIRD LN., SUITE 406
PH:832-252-8100 - FX:832-252-8103
FULSHEAR, TX 77441
29255 FM 1093, SUITE 7A
2/8/2018
STATE OF TEXAS
FOR:
PRELIMINARY DESIGN SCHEMATIC
US 59
POLK COUNTY
287
942
59
287
59
0
HORIZ SCALE
200'100' 0 20'10'
VERT SCALE
CORRIGAN
VICINITY MAP
ENGINEERS SURVEYORS
FIRM REGISTRATION NUMBER - 10283
PRELIMINARY
SUBJECT TO CHANGE DOCUMENT
NOT A BIDDING
PRELIMINARY
BY
DATE
OR PERMITTING
NOT FOR CONSTRUCTION, BIDDING
#
LEGEND
Texas Department of Transportation
R
PLANT
ROY O. MARTIN
STA 1034+14BEGIN PROJECT
STA 1370+00END PROJECT
THOMAS C. KUYKENDALL, JR. P.E. #86302
US 59 TRAFFIC VOLUMES
APPROX LENGTH OF PROJECT= 33,586 FT = 6.4 MI
PROJECT LIMITS: 3.0 MI S OF US 287 TO 3.4 MI N OF US 287
RAMPS = 50 MPH
MAINLANES = 70 MPH
DESIGN SPEED:
FUNCTIONAL CLASSIFICATION: RURAL FREEWAY
CHERYL P. FLOOD, P.E. DISTRICT ENGINEER
CSJ 0176-04-056 & CSJ 0176-05-104 (POLK COUNTY)
PROJECTED (2039 ADT): 16,000
EXISTING (2019 ADT): 11,650
NUMBER OF LANES
WETLANDS
FLOODPLAIN
PAVEMENT TO BE REMOVED
PROPOSED DRIVEWAY
PROPOSED CONNECTORS, RAMPS & CROSS STREETS
PROPOSED MAINLANES
PROPOSED BRIDGE
PROPOSED WASTEWATER LINE (BY OTHERS)
EXISTING GAS LINE
EXISTING FIBER OPTICS (UNDERGROUND)
EXISTING OVERHEAD ELECTRIC AND OVERHEAD TELEPHONE
EXISTING OVERHEAD ELECTRIC
EXISTING OVERHEAD HIGH VOLTAGE TRANSMISSION LINE
EXISTING PROPERTY LINE
PROPOSED C.O.A.
PROPOSED ROW
EXISTING ROW
SUBMITTAL DATE: FEBRUARY 2018
HOUSTON OFFICEVICTORIA OFFICE
PH:361-570-7500 - FX:361-570-7501
VICTORIA, TX 77904
1501 E. MOCKINGBIRD LN., SUITE 406
PH:832-252-8100 - FX:832-252-8103
FULSHEAR, TX 77441
29255 FM 1093, SUITE 7A
2/8/2018
STA = 1154+45.00
EL = 299.21'
(+)1.30% (-)3.66%
L = 1,230.00'
K = 248
ex = -7.63'
STA = 1173+65.00
EL = 228.90'
(-)3.66% (+)2.0
0%
L = 1,030.00'
K = 182
ex = 7.29'
STA = 1188+40.00
EL = 258.40'
(+)2.0
0% (-)2.40%
L = 1,100.00'
K = 250
ex = -6.05'
STA = 1198+90.00
EL = 233.20'
(-)2.40% (+)2.0
0%
L = 800.00'
K = 182
ex = 4.40'
STA = 1211+00.00
EL = 257.40'
(+)2.0
0% (-)2.40%
L = 1,090.00'
K = 248
ex = -5.99'
STA = 1222+50.00
EL = 229.80'
(-)2.40% (+)2.4
0%
L = 870.00'
K = 181
ex = 5.22'
STA = 1245+50.00
EL = 285.00'
(+)2.4
0% (-)2.40%
L = 1,190.00'
K = 248
ex = -7.14'
VP
T 1160
+60.00'
EL
= 276.68
VP
C 1168
+50.00'
EL
= 247.76
VP
T 1178
+80.00'
EL
= 239.20
VP
C 1182
+90.00'
EL
= 247.40
VP
T 1193
+90.00'
EL
= 245.20
VP
C 1194
+90.00'
EL
= 242.80
VP
T 1202
+90.00'
EL
= 241.20
VP
C 1205
+55.00'
EL
= 246.50
VP
T 1216
+45.00'
EL
= 244.32
VP
C 1218
+15.00'
EL
= 240.24
VP
T 1226
+85.00'
EL
= 240.24
VP
C 1239
+55.00'
EL
= 270.72
84'
SHLD
LANELANESHLD
42'
6'
12'12'10'
42'
12' 12' 10'
6'
SHLD
LANE LANE SHLD
C US 59L
BRIDGE SECTION A-A
SSTRSSTRSSCB
PR
OP
RO
W
PR
OP
RO
W
4:1 MAX 4:1
MAX
4:1MAX4:1MAX
[ US 59
6:1USUAL
6:1
USUAL
6:1USUAL6:
1
USUAL
4:1
MAX4:1 MAX4:1MAX
4:1MAX
6:1
USUAL
6:1USUAL
6:1
USUAL6:1USUAL
9" CRCP
4" HMA-TY B
EXIST MATERIAL
12" CEMENT TREAT
13" CRCP
4" HMA-TY B
EXIST MATERIAL
12" CEMENT TREAT
EXIST MATERIAL
12" CEMENT TREAT
SSCB
SECTION B-B
9" CRCP
4" HMA-TY B
SHLDR
8'
LANE
12'
LANE
12'
24'
SHLDR
4'
SHLDR
4'
24'
LANE
12'
LANE
12'
SHLDR
8'
SHLDR
10'
24'
LANE
12'
LANE
12'
SHLDR
6'
SHLDR
6'
LANE
12'
LANE
12'
24'
SHLDR
10'
40'VARIES36'VARIES10'
VARIES
VARIES
VARIES
10'VARIES36'VARIES40'
BRIDGE SECTION C-C
43' 43'
1' NOM.
170'
SHLD
LANELANESHLD
42'
6'
12'12'10'
SSTR (TYP)
42'
12' 12' 10'
6'
SHLD
LANE LANE SHLD
86'
C US 59L
(TYP)SSTR
(TYP)SSTR
[ US 59
EXIST MATERIAL
12" CEMENT TREAT
6:1 MAX
6:1
USUAL6:1 USUAL4:1 MAX
6:1 MAX
4:1
MAX
PR
OP
RO
W
13" CRCP
4" HMA-TY B
EXIST MATERIAL
12" CEMENT TREAT
6:1 USUAL6:
1 USUAL
4:1
MAX
4:1 MAX
SECTION D-D
PR
OP
RO
W
420'
210'210'
10'116'40'44'44'40'116'10'
SHLDR
6'
LANE
12'
LANE
12'
24'
SHLDR
10'
SHLDR
6'
24'
LANE
12'
LANE
12'
SHLDR
10'
13" CRCP
4" HMA-TY B
MA
TC
HLI
NE
ST
A 1150
+00 (
SE
E
SH
T 2
OF 9)
MA
TC
HLI
NE
ST
A 1248
+00 (
SE
E
SH
T 4
OF 9)
1150+00 1155+00 1160+00 1165+00 1170+00 1175+00 1180+00 1185+00 1190+00 1195+00 1200+00 1205+00 1210+00 1215+00 1220+00 1225+00 1230+00 1235+00 1240+00 1245+00
US 287
240
220
200
260
280
300
320
240
220
200
260
280
300
320
US 59 US 59US 592
2
2
2
1
1
2
2 2
1
2 21
2
2
2
2
2
2
2
2
2
2
2
22
2
22
PO
NC
HO
ST
TRIB
UT
AR
Y
BEA
R
CREEK
US 59RP_SBEN287 RP_SBEX287RP_NBEX287 RP_NBEN287
B OUTFALL #6DRAINAGE
OUTFALL #5DRAINAGE
OUTFALL #4DRAINAGE
OUTFALL #3DRAINAGE
PO
NC
HO ST
US 287
UNIO
N S
PRIN
GS
RD
B
2
2
2
[ US287
[ US59 BRIDGE @
WIDENING
PROPOSED US 287
SH
EET 3 O
F 9
SH
EET 3 O
F 9
100
% S
UB
MIT
TA
L
100
% S
UB
MIT
TA
L
CR
EE
K
BE
AR
US593
RP_NBEX2871
B RP_NBEX287 STA 438+03BEGIN BRIDGE
B RP_NBEX287
RP_NBEX2872
C US 287
B RP_NBEN287 STA 435+36BEGIN BRIDGE
B RP_NBEN287 STA 436+37END BRIDGE
B RP_NBEN287
C US 287
RP_NBEN2871
B RP_NBEN287
US594
C US 59L
B RP_NBEX287LL
L
L
L
L
C US 59L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
C US 59 LL
C US 59L
PGL @ [ US 59
@ [ US 59
EXIST GROUND
WS EL=226.23
100 YR
@ [ US 59
EXIST GROUNDPGL @ [ US 59
@ [ US 59
EXIST GROUND
PR
OP
OS
ED
EXI
STI
NG
EXI
STI
NG
PR
OP
OS
ED
1
1
C US 59 STA 1237+00BEGIN SB BRIDGE
C US 59 STA 1237+00BEGIN NB BRIDGE
C US 59 STA 1240+50END NB BRIDGE
C US 59 STA 1240+50END SB BRIDGE
C US 59 STA 1243+00BEGIN NB BRIDGE
C US 59 STA 1245+50END NB BRIDGE
C US 59 STA 1245+00BEGIN SB BRIDGE
C US 59 STA 1247+00END SB BRIDGE
C US 59 STA 1220+00BEGIN SB BRIDGE
C US 59 STA 1223+00END SB BRIDGE
C US 59 STA 1220+50BEGIN NB BRIDGE
C US 59 STA 1223+50END NB BRIDGE
PGL @ [ US 59
LL
BEGIN CSJ: 0176-04-056END CSJ: 0176-05-104C US 287 STA 460+06C US 59 STA 1188+43 =
L
L
(ASYM)(TY A)LED HI MST IL ASM (6-400W)HI MST IL POLE (150 FT)(70 MPH)HM-08 STA 1186+50, 73' LT
(ASYM)(TY A)LED HI MST IL ASM (6-400W)HI MST IL POLE (150 FT)(70 MPH)HM-07 STA 1178+15, 73' LT
(ASYM)(TY A)LED HI MST IL ASM (6-400W)HI MST IL POLE (150 FT)(70 MPH)HM-11 STA 1210+50, 108' LT
(ASYM)(TY A)LED HI MST IL ASM (6-400W)HI MST IL POLE (150 FT)(70 MPH)HM-12 STA 1218+00, 107' LT
(ASYM)(TY A)LED HI MST IL ASM (6-400W)
HI MST IL POLE (150 FT)(70 MPH)HM-04 STA 1154+90, 120' LT
(ASYM)(TY A)LED HI MST IL ASM (6-400W)HI MST IL POLE (150 FT)(70 MPH)HM-05 STA 1163+90, 93' LT
(ASYM)(TY A)LED HI MST IL ASM (6-400W)HI MST IL POLE (150 FT)(70 MPH)HM-06 STA 1171+05, 76' LT
(ASYM)(TY A)LED HI MST IL ASM (6-400W)HI MST IL POLE (150 FT)(70 MPH)HM-09 STA 1194+50, 73' LT
(ASYM)(TY A)LED HI MST IL ASM (6-400W)HI MST IL POLE (150 FT)(70 MPH)HM-10 STA 1202+50, 67' LT
[ US 59 STA 1220+00
BEGIN SB BRIDGE
[ US 59 STA 1223+00
END SB BRIDGE
[ US 59 STA 1223+50
END NB BRIDGE
[ US 59 STA 1220+50
BEGIN NB BRIDGE
[ US 59 STA 1240+50
END SB BRIDGE
[ US 59 STA 1237+00
BEGIN SB BRIDGE
[ US 59 STA 1237+00
BEGIN NB BRIDGE
[ US 59 STA 1240+50
END NB BRIDGE
[ US 59 STA 1245+00
BEGIN SB BRIDGE
[ US 59 STA 1247+00
END SB BRIDGE
[ US 59 STA 1245+50
END NB BRIDGE
[ US 59 STA 1243+00
BEGIN NB BRIDGE
US 59 CORRIGAN RELIEF ROUTE
1525
2100
2350
4000
5500
6225
6725
5900
4300
2850
2500
1825
100
150
200
2650
2350
1725
1150
1050
7501500
1300
975
1150
1000
750
500
450
350 1650
1450
1100
1150
1050
750
875
1200
1350
650
900
1000
950
1275
1450
200
150
100
1150
1575
1775
675
600
450
850
750
550
1650
1500
1075
200
300
350
MA
TC
H
LI
NE (
F)
350
300
200
1200
1650
1850
6725
5900
4300
4000
5500
6225
2000
1750
1300
US 287
1425
1950
2150
772
1050
1150
650
900
1000
550
750
825
450
600
675
1000
1350
1500
MATCH LINE (B)
US 287
LEGEND
1000 - 2049 ADT
1000 - 2039 ADT
1000 - 2019 ADT
CO
RRI
GA
N
RE
LI
EF
RO
UT
E
ES
AL
CU
TLI
NE
FO
R
US 59
MA
TC
H
LI
NE (
C)
NORTH OF US 287 TO US 287
POINT ALONG US 59 FROM 3.4 MILES
TURNING MOVEMENTS AT SPECIFIED
AVERAGE DAILY TRAFFIC VOLUMES AND
2019, 2039 AND 2049 ANTICIPATED
FO
R
US 59
BU
S
ES
AL
CU
TLI
NE
NORTH OF US 287 TO US 287
POINT ALONG US 59 FROM 3.4 MILES
TURNING MOVEMENTS AT SPECIFIED
AVERAGE DAILY TRAFFIC VOLUMES AND
2019, 2039 AND 2049 ANTICIPATED
LEGEND
1000 - 2049 ADT
1000 - 2039 ADT
1000 - 2019 ADT
MA
TC
H
LI
NE (
A)
US 59
BU
S
US 287
US 287
MATCH LINE (B)
600
525
375
600
525
375
850
750
550
900
800
575
550
750
850
650
900
1000
450
600
675
575
775
875
4100
4050
550
550
5600
5575
6400
750
750
850
850
VE
RT
CL
R
16'-6"
1-3'X2' RCB
PROP 3'X2' RCB
WS EL=237.63
100 YR
WS EL=222.38
100 YR
WS EL=229.60
100 YR
WS EL=235.42
100 YR
L
C US 59 STA 1171+00BEGIN BRIDGE
C US 59 STA 1201+00END BRIDGE
STA 448+19B RP_NBEX287END NB EXIT RAMP
STA 430+00B RP_NBEN287BEGIN NB ENT RAMP
STA 457+92B RP_NBEN287END NB ENT RAMP
[ US 59 STA 1171+00
BEGIN BRIDGE
[ US 59 STA 1201+00
END BRIDGE
RP_NBEN2873
P.T. Station 1155+39.14
P.C. Station 1129+19.25
Mid. Ord. = 249.9580
Long Chord = 2,555.1799
External = 269.8555
Radius = 3,390.0000
Length = 2,619.8938
Tangent = 1,379.2904
Degree = 1° 41' 24.51"
Delta = 44° 16' 47.64" (RT)
P.I. Station 1142+98.54
Curve US_593
P.T. Station 1273+04.47
P.C. Station 1244+46.13
Mid. Ord. = 296.8213
Long Chord = 2,774.4158
External = 325.3043
Radius = 3,390.0000
Length = 2,858.3365
Tangent = 1,520.3243
Degree = 1° 41' 24.51"
Delta = 48° 18' 35.70" (RT)
P.I. Station 1259+66.46
Curve US_594
P.T. Station 425+77.25
P.C. Station 420+00.00
Mid. Ord. = 7.3058
Long Chord = 577.0005
External = 7.3151
Radius = 5,700.0000
Length = 577.2471
Tangent = 288.8705
Degree = 1° 00' 18.68"
Delta = 5° 48' 08.73" (RT)
P.I. Station 422+88.87
Curve RP_NBEX2871
P.T. Station 444+20.58
P.C. Station 439+56.22
Mid. Ord. = 4.7048
Long Chord = 464.2264
External = 4.7087
Radius = 5,728.0000
Length = 464.3536
Tangent = 232.3040
Degree = 1° 00' 00.99"
Delta = 4° 38' 41.33" (LT)
P.I. Station 441+88.53
Curve RP_NBEX2872
P.T. Station 445+53.47
P.C. Station 436+63.73
Mid. Ord. = 17.3516
Long Chord = 888.8348
External = 17.4046
Radius = 5,700.0000
Length = 889.7378
Tangent = 445.7744
Degree = 1° 00' 18.68"
Delta = 8° 56' 36.77" (LT)
P.I. Station 441+09.50
Curve RP_NBEN2871
P.T. Station 455+68.02
P.C. Station 445+53.47
Mid. Ord. = 22.5579
Long Chord = 1,013.2156
External = 22.6475
Radius = 5,700.0000
Length = 1,014.5543
Tangent = 508.6207
Degree = 1° 00' 18.68"
Delta = 10° 11' 53.48" (RT)
P.I. Station 450+62.09
Curve RP_NBEN2872
A
A
C
C
D
D
CR
EE
KB
EA
R
VE
RT
CL
R
18'-6"
MI
N
2
2
RP_NBEN2872
STA 446+68B RP_NBEX287END BRIDGE
D.R.P.C.T.VOL. 221, PG. 287
DESCRIBED INSEPTEMBER 11, 2014
O.P.R.P.C.TVOL. 1964, PG. 565
RESIDUAL 10.844 ACRESLON L. HELTON, JR.
RP_SBEN2872
B RP_SBEN287
B RP_SBEN287 STA 473+00BEGIN BRIDGE
STA 490+07B RP_SBEN287END BRIDGE
B RP_SBEN287
LSTA 491+47B RP_SBEN287END SB ENT RAMP
LSTA 440+00B RP_SBEX287BEGIN SB EXIT RAMP
STA 444+18B RP_SBEX287BEGIN BRIDGE
STA 445+18B RP_SBEX287END BRIDGE
B RP_SBEX287 B RP_SBEX287
RP_SBEX2871
RP_SBEX2872 STA 467+90B RP_SBEX287END SB EXIT RAMP
P.T. Station 453+18.58
P.C. Station 451+51.01
Mid. Ord. = 0.6158
Long Chord = 167.5638
External = 0.6158
Radius = 5,700.0000
Length = 167.5698
Tangent = 83.7909
Degree = 1° 00' 18.68"
Delta = 1° 41' 03.82" (RT)
P.I. Station 452+34.80
Curve RP_SBEX2871
P.T. Station 467+89.83
P.C. Station 465+87.06
Mid. Ord. = 0.9017
Long Chord = 202.7613
External = 0.9018
Radius = 5,700.0000
Length = 202.7720
Tangent = 101.3967
Degree = 1° 00' 18.68"
Delta = 2° 02' 17.67" (LT)
P.I. Station 466+88.46
Curve RP_SBEX2872
11
L371.97' LTC US 59 STA 1183+82.80
160.00' LTC US 59 STA 1183+82.80L
344.80' LTC US 59 STA 1193+45.71L
287.75' LTC US 59 STA 1193+40.99L
L160.00' LTC US 59 STA 1174+75.21
L213.31' LTC US 59 STA 1155+51.12
L224.24' RTC US 59 STA 1155+12.14
L210.41' LTC US 59 STA 1233+33.22
L209.59' RTC US 59 STA 1232+63.90
331.93' RTC US 59 STA 1193+83.85L
L
C US 59 STA 1164+46END COA
L
LC US 59 STA 1210+54BEGIN COA
C US 59 STA 1210+55BEGIN COA
L
STA 420+00B RP NBEX287
BEGIN NB EXIT RAMP
C US 59 STA 1155+51.12END COA
P.T. Station 455+98.34
P.C. Station 450+51.31
Mid. Ord. = 9.3476
Long Chord = 546.6012
External = 9.3695
Radius = 4,000.0000
Length = 547.0273
Tangent = 273.9407
Degree = 1° 25' 56.62"
Delta = 7° 50' 08.12" (RT)
P.I. Station 453+25.25
Curve RP_SBEN2871
P.T. Station 463+25.48
P.C. Station 458+65.33
Mid. Ord. = 6.6150
Long Chord = 459.8969
External = 6.6260
Radius = 4,000.0000
Length = 460.1506
Tangent = 230.3293
Degree = 1° 25' 56.62"
Delta = 6° 35' 28.22" (RT)
P.I. Station 460+95.66
Curve RP_SBEN2872
RP_SBEN2871
6300
MOUNT
OPTIONAL OSB
STA 1163+40
MOUNTED ON PROP OSB
PROP LGS NO. 4A
STA 1163+40
MOUNTED ON PROP OSB
PROP LGS NO. 4
STA 1241+50
PROP GROUND MOUNT
PROP LGS NO. 6
STA 1162+00
PROP GROUND MOUNT
PROP LGS NO. 4
EXITXXXX
287
Corrigan
Groveton
N ORTH
59
Lufkin
EXITXXXX
287
Corrigan
Groveton
EXITXXXX
287
Corrigan
Groveton
EXITXXXX
287
Corrigan
Groveton
½ MILE
STA 1214+00
PROP GROUND MOUNT
PROP LGS NO. 5
STA 1213+00
MOUNTED ON PROP OSB
PROP LGS NO. 5A
STA 1213+00
MOUNTED ON PROP OSB
PROP LGS NO. 5
S OUTH
59
Livingston
EXITXXXX
287
Corrigan
Groveton
OPTIONAL OSB MOUNT
455
+00
460
+00
465
+00
470
+00
1150+00
1155+00
PT 1155
+39.14
1160+00 1165+00 1170+00 1175+00 1180+00 1185+00 1190+00 1195+00 1200+00 1205+00 1210+00 1215+00 1220+00 1225+00 1230+00 1235+00 1240+00
PC 1244
+46.13
1245+00
430+00 435+00
PC 436
+63.73
440+00
445+00
PR
C 445
+53.47
450+00455+00
PR
C 455
+68.02
PT 457
+91.94
PC 420
+00.00
420+00425+00
PT 425
+77.25
430+00
435+00
PC 439
+56.22
440+00
PT 444
+20.58
445+00
440+00 445+00 450+00
PC 451
+51.01
PT 453
+18.58
455+00460+00
465+00
PC 465
+87.06
PT 467
+89.83
455+00
PT 455
+98.34
PC 458
+65.33
460+00
PT 463
+25.48
465+00 470+00 475+00
PI 477
+81.38
480+00 485+00 490+00
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