Post on 10-Nov-2021
transcript
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1465+00 1470+00 1475+00 1480+00 1485+00 1490+00 1495+00 1500+00 1505+00 1510+00
PO
T 1514
+73.27
CU
LV
ER
T
C-20
EXI
ST 1-10'
X5'
SB
CW/1
PW-0
OU
TF
AL
LS
TO
EXI
ST
ST
OR
M
CU
LV
ER
T
C-19
EXI
ST 2-42"
RC
PW/1
SE
TC
ON
NE
CT
S
TO
EXI
ST
ST
OR
M
CU
LV
ER
T
C-18
EXI
ST 4-24"
RC
PW/4
SE
TO
UT
FA
LL
S
TO
EXI
ST
ST
OR
M
CU
LV
ER
T
C-17
EXI
ST 3-24"
X40'
RC
PW/2
CH-
FW-0
CU
LV
ER
T
C-16
EXI
ST 1-48"'
RC
PN
O
HD
W I
NF
O
Bran
ch
RAIL
RO
AD N
EW
HO
PE
RO
CK
HIL
L
CORTEZ
SQ
UIR
ES
DE
NA
CA
RO
LO
TA
BRUMLEY
BASE LINE
SURVEYORS
KRUGER
SQ
UIR
ES
RANCH
PERKINS
SH
ER
RY
PA
RA
LLEL
HIL
L
CH
ER
RY
SPRING
MAIN
PECAN
PLUM
MULBERRY
ELM
CH
EST
NU
T
MA
GN
OLIA
TISDALEDEMOYE
CR
EE
K
PE
CA
N
RU
NNIN
G
BR
AN
CH
MUST
ANG
JOH
NSO
N
BRUMLEY
LITTLE
LIM
ITCIT
Y
RO
AD
SC
RO
SS
SL
OU
GH
EL
M
CREEK
ROSSON
NA
VO
CemeteryOak Grove
Cantrell
0.6
2.7
2.7
3.5
2.0
1.5
1.9
6.4
0.1
1.2
2.1
0.6
0.8
LOVELL
ILESON
HIG
BIE
ARVIN HILL
BONAR
COFFEY
REDFERN
McNATT
Mc
NA
TT
IKE BYROM
STEWART
FISH TRAP
OA
K
GR
OV
E
LIBERTY
LIB
ER
TY
BR
EW
ER
FISH TRAP
POWELL
BR
YA
N
FISH TRAPFISH TRAP
NA
VO
EL
M
RID
GE
ROSSON
377
380
380
380
377
377
377
AK
MOUNTAIN VIEW
PU
R
E C
OU
NT
RY
PO
TT
ER
YS
HO
P
KRUGERVILLE
AUBREY SPRINGHILL
Pop 735
Pop 1,138
NAVO
Pop 361
Pop 287
PARK
LINCOLN
ROADS
CROSS
Pop 361
CROSSROADS
KRUGERVILLEPop 735
CROSSROADS
CITY
LIMIT
428 428
428
2931
2931
424
2931
720
428
(U
P)
Firm Registration F-2966
Phone 214.638.0145
DALLAS, TX 75201-3136
1999 BRYAN STREET, SUITE 1200
TEXAS DEPARTMENT OF TRANSPORTATIONR
TEXAS COUNTY MAPN.T.S.
EXISTING ROW
DIRECTION OF TRAVEL
EXISTING CULVERT
CENTERLINE/BASELINE
N.T.S.
LOCATION MAP
PARCEL IDENTIFIER NUMBER
DENTON COUNTY, TEXAS
DENTON COUNTY, TEXAS
45 MPH
SPEED
DESIGN
CLASSIFICATION
FUNCTIONAL
INDEX OF SHEETS
0 200 0 10 20100
VERTICALHORIZONTALGRAPHIC SCALES IN FEET
PROPOSED ROW
PROPOSED CULVERT
EXISTING PARCEL LINE
LEGEND
C 2020 by Texas Department of Transportation all rights reserved
PROPOSED DRAINAGE EASEMENT
PROPOSED SIDEWALK
LIMITS OF FLOOD PLAIN
EXISTING 5' INTERVAL CONTOUR560
PROPOSED RETAINING WALL
ROADWAY
URBAN PRINCIPAL ARTERIAL
35 MPH LOCAL STREETSALL OTHER ROADWAYS
DESIGN SCHEMATIC
FM 2931
DATE: JUNE 17, 2020
LENGTH: 6.8 MILES
CSJ: 2979-01-011
FROM FM 428 TO US 380
ROLL OF 4
FM 2931
FM 428 / SPRING HILL ROAD
US 380 / E. UNIVERSITY ROAD 65 MPH
55 MPH URBAN MAJOR COLLECTOR
URBAN PRINCIPAL ARTERIAL
ROLL 4 OF 4:
ROLL 3 OF 4:
ROLL 2 OF 4:
ROLL 1 OF 4:
PROPOSED PAVEMENT
PROPOSED BRIDGE
TRAFFIC DIAGRAM, PROPERTY OWNERS, & TYPICAL SECTIONS
PLAN & PROFILE VIEW STA. 1421+00.00 TO STA. 1514+57.56
PLAN & PROFILE VIEW STA. 1292+00.00 TO STA. 1421+00.00
PLAN & PROFILE VIEW STA. 1166+92.00 TO STA. 1292+00.00
MOHAMED K. (MO) BUR, P.E., DISTRICT ENGINEER
DALLAS DISTRICT
PROPOSED MEDIAN
LICENSE NO. 87638 DATE
DOUGLAS CRAIG BOWEN, P.E.
UNDER THE SUPERVISION OF
REGISTRATION F-2966
PREPARED BY JACOBS ENGINEERING GROUP, INC.
PROPOSED CULVERT
PROPOSED DITCH
Bran
ch
RAIL
RO
AD N
EW
HO
PE
RO
CK
HIL
L
CORTEZ
SQ
UIR
ES
DE
NA
CA
RO
LO
TA
BRUMLEY
BASE LINE
SURVEYORS
KRUGER
SQ
UIR
ES
RANCH
PERKINS
SH
ER
RY
PA
RA
LLEL
HIL
L
CH
ER
RY
SPRING
MAIN
PECAN
PLUM
MULBERRY
ELM
CH
EST
NU
T
MA
GN
OLIA
TISDALEDEMOYE
CR
EE
K
PE
CA
N
RU
NNIN
G
BR
AN
CH
MUST
ANG
JOH
NSO
N
BRUMLEY
LITTLE
LIM
ITCIT
Y
RO
AD
SC
RO
SS
SL
OU
GH
EL
M
CREEK
ROSSON
NA
VO
CemeteryOak Grove
Cantrell
0.6
2.7
2.7
3.5
2.0
1.5
1.9
6.4
0.1
1.2
2.1
0.6
0.8
LOVELL
ILESON
HIG
BIE
ARVIN HILL
BONAR
COFFEY
REDFERN
McNATT
Mc
NA
TT
IKE BYROM
STEWART
FISH TRAP
OA
K
GR
OV
E
LIBERTY
LIB
ER
TY
BR
EW
ER
FISH TRAP
POWELL
BR
YA
N
FISH TRAPFISH TRAP
NA
VO
EL
M
RID
GE
ROSSON
377
380
380
380
377
377
377
AK
MOUNTAIN VIEW
PU
R
E C
OU
NT
RY
PO
TT
ER
YS
HO
P
KRUGERVILLE
AUBREY SPRINGHILL
Pop 735
Pop 1,138
NAVO
Pop 361
Pop 287
PARK
LINCOLN
ROADS
CROSS
Pop 361
CROSSROADS
KRUGERVILLEPop 735
CROSSROADS
CITY
LIMIT
428 428
428
2931
2931
424
2931
720
428
(U
P)
Firm Registration F-2966
Phone 214.638.0145
DALLAS, TX 75201-3136
1999 BRYAN STREET, SUITE 1200
TEXAS DEPARTMENT OF TRANSPORTATIONR
TEXAS COUNTY MAPN.T.S.
EXISTING ROW
DIRECTION OF TRAVEL
EXISTING CULVERT
CENTERLINE/BASELINE
N.T.S.
LOCATION MAP
PARCEL IDENTIFIER NUMBER
DENTON COUNTY, TEXAS
DENTON COUNTY, TEXAS
45 MPH
SPEED
DESIGN
CLASSIFICATION
FUNCTIONAL
INDEX OF SHEETS
0 200 0 10 20100
VERTICALHORIZONTALGRAPHIC SCALES IN FEET
PROPOSED ROW
PROPOSED CULVERT
EXISTING PARCEL LINE
LEGEND
C 2020 by Texas Department of Transportation all rights reserved
PROPOSED DRAINAGE EASEMENT
PROPOSED SIDEWALK
LIMITS OF FLOOD PLAIN
EXISTING 5' INTERVAL CONTOUR560
PROPOSED RETAINING WALL
ROADWAY
URBAN PRINCIPAL ARTERIAL
35 MPH LOCAL STREETSALL OTHER ROADWAYS
DESIGN SCHEMATIC
FM 2931
DATE: JUNE 17, 2020
LENGTH: 6.8 MILES
CSJ: 2979-01-011
FROM FM 428 TO US 380
ROLL OF 4
FM 2931
FM 428 / SPRING HILL ROAD
US 380 / E. UNIVERSITY ROAD 65 MPH
55 MPH URBAN MAJOR COLLECTOR
URBAN PRINCIPAL ARTERIAL
ROLL 4 OF 4:
ROLL 3 OF 4:
ROLL 2 OF 4:
ROLL 1 OF 4:
PROPOSED PAVEMENT
PROPOSED BRIDGE
TRAFFIC DIAGRAM, PROPERTY OWNERS, & TYPICAL SECTIONS
PLAN & PROFILE VIEW STA. 1421+00.00 TO STA. 1514+57.56
PLAN & PROFILE VIEW STA. 1292+00.00 TO STA. 1421+00.00
PLAN & PROFILE VIEW STA. 1166+92.00 TO STA. 1292+00.00
MOHAMED K. (MO) BUR, P.E., DISTRICT ENGINEER
DALLAS DISTRICT
PROPOSED MEDIAN
LICENSE NO. 87638 DATE
DOUGLAS CRAIG BOWEN, P.E.
UNDER THE SUPERVISION OF
REGISTRATION F-2966
PREPARED BY JACOBS ENGINEERING GROUP, INC.
PROPOSED CULVERT
PROPOSED DITCH
575
580
580
580
580
580
580
580
580
580
580
580
580
580
5805
80
580
580580
580
580
580
580
580
580
580
580
580
5805
80
580
580
580
580
580
580
58058
5
585
585
585
585
585
585 5
85
585
585
585
585
585
585
585
585 585
585
585
585
585
585
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590
590
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590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
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595
595
595
595
595
595
595
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595
595
595
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595
595
595
595
595
595
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595
595
595
595
595
595
595
595
595
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595
595
595
595
600
600
600
600
600
600
600600
600
600
600
605
605
605
1425+00 1430+00
PT 1430
+31.72
1435+00
PC 1438
+13.44
1440+001445+00
PT 1447
+95.67
1450+00
PC 1453
+65.47
1455+00
1460+00
PT 1463
+60.46
CU
LV
ER
T
BC-15
EXI
ST 3-7'
X4'
X36'
MB
C
W/2
FW-0
197
201
203
204
200
202
198199
207
210
209
211 213212
205
208
206
216
217
214
215
219
218
220
221
222
223
N
242
243
237
236
225
226
227
228
229
230
231
233
232
234
235
224
191
STA = 1433+00.00
EL = 599.48'
(+)0.8214 % (-)0.3500 %
L = 150.00'
ex = -0.22'
STA = 1505+00.00
EL = 574.28'
(-)0.3500 % (+)0.3540 %
L = 150.00'
VP
C 1432
+25.00
EL.
= 598.86'
VP
T 1433
+75.00
EL.
= 599.21'
VP
C 1504
+25.00
EL.
= 574.54'
VP
T 1505
+75.00
EL.
= 574.54'
ex = 0.13'
K = 128
K = 213
PROP ] 580.05'EXIST ] 580.00'STA 1473+89.52PROP 1-6'x3'x107'SBCEXIST 3-24" CMPCULVERT C-17
(TO REMAIN IN PLACE)] 578.83'STA 1470+52.67PROP 1-48"x17.4' RTEXIST 1-48" RCPCULVERT C-16
(TO REMAIN IN PLACE)] 576.61'STA 1489+49.37PROP 1-32.35' RTPROP 1-17.35' RTPROP 1-20.75' RTPROP 1-23.85' RTEXIST 4-24" RCPCULVERT C-18
(TO REMAIN IN PLACE)] 570.47'STA 1496+03.08EXIST 2-42" RCPCULVERT C-19
(TO REMAIN IN PLACE)] 566.14'STA 1503+42.45PROP 1-10'x24.3' RTEXIST 1-10'x5'SBCCULVERT C-20
(PROP TBD)] 582.06'STA 1449+36.50EXIST 3-7'x4'MBCCULVERT BC-15
589.62
590.44
591.26
592.08
592.91
593.73
594.55
595.37
596.19
597.01
597.83
598.66
599.26
599.13
598.78
598.43
598.08
597.73
597.38
597.03
596.68
596.33
595.98
595.63
595.28
594.93
594.58
594.23
593.88
593.53
593.18
592.83
592.48
592.13
591.78
591.43
591.08
590.73
590.38
590.03
589.68
589.33
588.98
588.63
588.28
587.93
587.58
587.23
586.88
586.53
586.18
585.83
585.48
585.13
584.78
584.43
584.08
583.73
583.38
583.03
582.68
582.33
581.98
581.63
581.28
580.93
580.58
580.23
579.88
579.53
579.18
578.83
578.48
578.13
577.78
577.43
577.08
576.73
576.38
576.03
575.68
575.33
574.98
574.63
574.41
574.63
574.98
575.34
575.69
576.05
576.40
576.75
577.11
577.46
1425+00 1430+00 1435+00 1440+00 1445+00 1450+00 1455+00 1460+00 1465+00 1470+00 1475+00 1480+00 1485+00 1490+00 1495+00 1500+00 1505+00 1510+00
589.5
590.3
590.9
591.0
590.9
590.8
591.8
594.0
595.4
596.4
597.0
597.5
597.5
597.5
597.1
596.9
596.5
595.7
594.6
592.8
591.2
589.7
588.7
588.4
588.4
587.8
586.9
585.6
585.3
584.8
584.2
584.9
586.2
587.1
586.7
586.1
586.9
588.4
588.2
587.8
587.3
586.7
586.0
585.4
584.9
584.4
584.1
584.0
583.8
583.3
583.2
583.4
583.9
584.0
584.2
584.1
583.7
583.4
583.0
582.7
582.4
582.2
581.9
581.7
581.4
581.3
581.1
581.2
581.0
581.0
580.3
579.8
579.2
578.8
578.1
577.7
577.3
576.8
576.4
576.0
575.7
575.4
575.2
575.2
575.2
575.5
575.4
575.3
575.7
575.9
576.1
576.5
577.2
577.3
520
530
540
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570
580
590
600
610
520
530
540
550
560
570
580
590
600
610
CURVE NO PI STATION PI STATION-N PI STATION-E DELTA RADIUS DEGREE TANGENT LENGTHBEARING
CHORD
LENGTH
CHORDPC STATION PT STATION
TANGENT
BACK
TANGENT
AHEAD
2931CL13 1423+07.23 7141508.58 2439298.28 88.52 1270.00 4.51 1237.51 1962.01 45.61 1772.63 1410+69.71 1430+31.72 S 89.86 W S 1.35 W
2931CL14 1443+19.04 7138984.44 2439238.84 33.50 1680.00 3.41 505.6 982.23 18.10 968.3 1438+13.44 1447+95.67 S 1.35 W S 34.85 W
2931CL15 1458+78.03 7137681.24 2438331.48 33.93 1680.00 3.41 512.56 994.99 17.88 980.51 1453+65.47 1463+60.46 S 34.85 W S 0.91 W
SUPER TRANSITIONS
RIGHT SIDE LEFT SIDE
1422+85.00 5.0% 1422+85.00 -5.0%
1425+98.00 -2.0% 1424+18.00 -2.0%
1437+35.00 -2.0% 1435+55.00 -2.0%
1438+32.00 -4.2% 1438+32.00 4.2%
1447+17.00 -4.2% 1447+17.00 4.2%
1448+14.00 -2.0% 1449+94.00 -2.0%
1451+07.00 -2.0% 1452+87.00 -2.0%
1453+84.00 4.2% 1453+84.00 -4.2%
1463+41.00 4.2% 1463+41.00 -4.2%
1466+18.00 -2.0% 1464+38.00 -2.0%
ROLL 3 OF 4 ROLL 3 OF 4
@ PGLEXIST GROUND
@ PGLEXIST GROUND
PR
OP
EL
EV
EXI
ST
EL
EV
STA 1514+73.27
CSJ: 2979-01-011
END PROJECT
2.0
%
2.0
%
1
STA 1166+92.00
FM 2931
CSJ:2979-01-011
BEGIN PROJECT
STA 1514+57.56
FM 2931
CSJ:2979-01-011
END PROJECT
1
STA 1166+92.00
FM 2931
CSJ:2979-01-011
BEGIN PROJECT
STA 1514+57.56
FM 2931
CSJ:2979-01-011
END PROJECT
5.0
%
2.0
%
2.0
%
-4.2
%4.2
%
2.0
% 2.0
%
4.2
%
2.0
%
2.0
%
4.2
%
2.0
%
4.2
%
5.0
%
4.2
%
2.0
%
4.2
%
4.2
%
OA
KS R
D.
CH
ER
OK
EE
LA
KE
VIE
W D
R
MA
TC
H
LI
NE
ST
A 1464
+00
MA
TC
H
LI
NE S
TA 1421+00
MA
TC
H
LI
NE
ST
A 1464
+00
EXIST 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.
FIS
HT
RA
P R
D. SCHOOL
ELEMENTARY
PROVIDENCE
PROP 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.
[ FM 2931
[ FM 2931
CIRCLE K
PROP R.O.W.
PROP R.O.W.
2931CL13
2931CL14
2931CL15
LIB
ER
TY R
D.
GAIL L
N.
LE
XIN
GT
ON D
R.
CO
D B
LV
D.
CA
PE
SCHOOL
ELEMENTARY
PROVIDENCE
CIRCLE K
APARTMENTS
THE LANDING
APARTMENTS
THE LANDING
OA
KS R
D.
CH
ER
OK
EE
CORRAL
KID'S
39'
39'9
6'
50'
39'
96'
50'
39'
96'
39'
51'
96'3
9'
96'
51'
39'
39'
96'
39'
51'
96'
39'9
6' 51'
51'96' 3
9'
260
262
263 264
266
265
268
261
273
286
287
288
289
290
271
272
274
275
276
277
278
279
280
281
282
283
284
285
270269
293
291
294
295
296
297
298
299
300
301
302
303
304
307
292 305 306
314315
313
311308
309 310 312259
249
250
251
252
253
254
258
257
256
255
244
245
246
247
248
238
239 240
241
267
N
[ FM 2931 STA 1514+25.25
END CONSTRUCTION
STA 1514+73.27
CSJ: 2979-01-011
END PROJECT
(PROP TBD)
STA 1449+36.50
EXIST 3-7'x4' MBC
CULVERT BC-15
(TO REMAIN IN PLACE)
STA 1470+52.67
PROP 1-48"x17.4' RT
EXIST 1-48" RCP
CULVERT C-16
STA 1473+89.52
PROP 1-6'x3'x107'SBC
EXIST 3-24" CMP
CULVERT C-17
STA 1489+49.37
PROP 1-32.35' RT
PROP 1-17.35' RT
PROP 1-20.75' RT
PROP 1-23.85' RT
EXIST 4-24" RCP
CULVERT C-18
(TO REMAIN IN PLACE)
STA 1496+03.08
EXIST 2-42" RCP
CULVERT C-19
(TO REMAIN IN PLACE)
STA 1503+42.45
PROP 1-10'x5'x24.3' RT
EXIST 1-10'x5'
CULVERT C-20
E U
NIV
ER
SIT
Y D
R.
CORRAL
KID'S
2931
FARM
ROAD
2931
FARM
ROAD
2931
FARM
ROAD
803
428
2931
428
377
2931
2931
380
720
380
380
377
377424
377
428428
428
2931
428
377
2931
2931
380
720
380
380
377
377424
377
428428