530
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550 5
55
555
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555 5
55
560
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565565
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575
575
575
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575
575575
575
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575
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575
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575
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575
575
575
575
575
575
575
575
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575 575
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580
580
5855
85
585
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585
585
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585
585
5855
85
585
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5855
85
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585
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595
1295+00 1300+00 1305+00 1310+00 1315+00 1320+00 1325+00 1330+00 1335+00 1340+00 1345+00 1350+00 1355+00
PC 1356
+04.46
1360+00
1365+00
CU
LV
ER
T
C-7
EXI
ST 1-24"
X40'
RC
PW/2
CH-
FW-0
CU
LV
ER
T
C-9
EXI
ST 1-24"
X36'
RC
PW/2
CH-
FW-0
CU
LV
ER
T
BC-10
EXI
ST 3-7'
X4'
X35'
MB
C
CU
LV
ER
T
C-11
EXI
ST 1-30"
X84'
RC
P
CU
LV
ER
T
BC-8
EXI
ST 3-10'
X10'
X36.7'
MB
C
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
STA = 1302+00.00
EL = 574.81'
(-)0.3633 % (-)2.3290 %
L = 150.00'
ex = -0.37'
STA = 1312+00.00
EL = 551.52'
(-)2.3290 % (+)2.1
261 %
L = 375.00'
STA = 1325+00.00
EL = 579.15'
(+)2.1
261 % (-)0.5265 %
L = 200.00'
ex = -0.66'
STA = 1339+00.00
EL = 571.78'
(-)0.5265 % (+)1.545
7 %
L = 200.00'
STA = 1348+00.00
EL = 585.70'
(+)1.545
7 % (-)0.8403 %
L = 200.00'
ex = -0.60'
STA = 1362+50.00
EL = 573.51'
(-)0.8403 % (+)0.6755 %
L = 175.00'
STA = 1366+25.00
EL = 576.04'
(+)0.6755 % (-)0.4575 %
L = 150.00'
ex = -0.21'
STA = 1372+00.00
EL = 573.41'
(-)0.4575 % (+)0.6919 %
L = 150.00'
STA = 1383+00.00
EL = 581.02'
(+)0.6919 % (-)0.5000 %
L = 150.00'
ex = -0.22'
STA = 1391+00.00
EL = 577.02'
(-)0.5000 % (+)0.4595 %
L = 150.00'
STA = 1399+75.00
EL = 581.04'
(+)0.4595 % (-)2.7078 %
L = 190.00'
STA = 1404+00.00
EL = 569.54'
(-)2.7078 %(-)1.5338 %
L = 135.00'
STA = 1410+00.00
EL = 560.33'
(-)1.5338 % (+)2.8
465 %
L = 400.00'
STA = 1420+00.00
EL = 588.80'
(+)2.8
465 %
(+)0.8214 %
L = 150.00'
ex = -0.38'
VP
C 1301
+25.00
EL.
= 575.08'
VP
T 1302
+75.00
EL.
= 573.06'
VP
C 1310
+12.50
EL.
= 555.88'
VP
T 1313
+87.50
EL.
= 555.50'
VP
C 1324
+00.00
EL.
= 577.03'
VP
T 1326
+00.00
EL.
= 578.63'
VP
C 1338
+00.00
EL.
= 572.31'
VP
T 1340
+00.00
EL.
= 573.33'
VP
C 1347
+00.00
EL.
= 584.15'
VP
T 1349
+00.00
EL.
= 584.85'
VP
C 1361
+62.50
EL.
= 574.25'
VP
T 1363
+37.50
EL.
= 574.10'
VP
C 1365
+50.00
EL.
= 575.54'
VP
T 1367
+00.00
EL.
= 575.70'
VP
C 1371
+25.00
EL.
= 573.76'
VP
T 1372
+75.00
EL.
= 573.93'
VP
C 1382
+25.00
EL.
= 580.50'
VP
T 1383
+75.00
EL.
= 580.65'
VP
C 1390
+25.00
EL.
= 577.40'
VP
T 1391
+75.00
EL.
= 577.37'
VP
C 1398
+80.00
EL.
= 580.61'
VP
T 1400
+70.00
EL.
= 578.47' VP
C 1403
+32.50
EL.
= 571.36'
VP
T 1404
+67.50
EL.
= 568.50'
VP
C 1408
+00.00
EL.
= 563.40'
VP
T 1412
+00.00
EL.
= 566.03'
VP
C 1419
+25.00
EL.
= 586.66'
VP
T 1420
+75.00
EL.
= 589.41'
ex = 0.33'
ex = 0.18'ex = 0.22'ex = 0.52' ex = 0.20'
ex = 2.19'
ex = 2.09'
K = 91
K = 74
K = 84
K = 126 K = 60
K = 75
K = 132K = 76
K = 115
K = 156K = 131K = 97 K = 115
K = 84
ex = -0.75'
] 569.40'STA 1372+61.142-5'x3'x120.8'MBCPROP CULVERT C-12
] 572.14'STA 1391+29.583-6'x3'x123.2'MBCPROP CULVERT C-13
(TO BE REMOVED)] 568.13'STA 1372+61.142-36" CMPEXIST CULVERT C-12
PROP ] 566.68'EXIST ] 566.74'STA 1362+05.64PROP 1-30"x246'RCPEXIST 1-30" CMPCULVERT C-11
(PROP TBD)] 565.40'STA 1338+80.95EXIST 3-7'x4'MBCCULVERT BC-10
(TO BE REMOVED)] 563.88'STA 1319+22.87EXIST 1-24"CMPCULVERT C-9
(PROP TBD)] 538.40'STA 1312+54.60EXIST 3-10'x10'MBCCULVERT BC-8
PROP ] 573.49'EXIST ] 572.87'STA 1292+37.65PROP 1-30"x131'RCPEXIST 1-24" CMPCULVERT C-7
(TO BE REMOVED)] 569.60'STA 1391+33.062-54" CMPEXIST CULVERT C-13
578.08
577.71
577.35
576.99
576.62
576.26
575.90
575.53
575.17
574.44
572.48
570.15
567.82
565.49
563.16
560.83
558.50
556.17
554.30
553.60
554.10
555.77
557.89
560.02
562.15
564.27
566.40
568.52
570.65
572.78
574.90
577.03
578.49
578.63
578.10
577.58
577.05
576.52
576.00
575.47
574.94
574.42
573.89
573.36
572.84
572.31
572.30
573.33
574.88
576.42
577.97
579.51
581.06
582.60
584.15
585.10
584.85
584.01
583.17
582.33
581.49
580.65
579.81
578.97
578.13
577.29
576.45
575.61
574.77
573.99
573.91
574.52
575.20
575.78
575.70
575.24
574.79
574.33
573.87
573.63
574.11
574.80
575.49
576.18
576.87
577.56
578.26
578.95
579.64
580.33
580.80
580.52
580.02
579.52
579.02
578.52
578.02
577.52
577.20
577.48
577.94
578.40
578.86
579.32
579.78
580.24
580.67
579.96
577.66
574.95
572.24
569.73
568.00
566.47
564.93
563.40
562.41
562.52
563.73
566.03
568.87
571.72
574.57
577.41
580.26
583.11
585.95
588.42
589.62
1295+00 1300+00 1305+00 1310+00 1315+00 1320+00 1325+00 1330+00 1335+00 1340+00 1345+00 1350+00 1355+00 1360+00 1365+00 1370+00 1375+00 1380+00 1385+00 1390+00 1395+00 1400+00 1405+00 1410+00 1415+00 1420+00
577.5
577.4
577.0
576.8
576.5
576.2
575.9
575.4
575.2
574.6
573.5
572.1
569.9
567.5
564.6
561.7
558.9
556.2
553.7
551.9
551.3
552.1
554.4
557.7
561.1
564.1
566.3
568.1
569.5
571.2
572.9
574.6
576.6
578.0
578.1
578.1
577.7
577.2
576.6
576.1
575.4
574.8
573.9
573.0
572.2
571.7
571.5
571.7
572.3
573.5
575.0
576.7
578.5
580.2
582.1
583.3
584.0
584.1
583.6
582.8
581.9
580.9
579.7
578.7
577.7
576.9
575.7
574.9
574.4
573.4
572.8
572.9
574.2
574.8
575.3
575.1
574.6
574.6
574.0
573.6
573.2
573.5
574.5
575.5
576.1
576.6
577.2
578.1
578.8
579.5
580.2
580.4
580.2
579.6
579.1
578.7
578.3
578.0
577.4
577.0
577.1
577.5
578.1
578.6
579.1
579.6
579.9
579.8
579.0
577.6
575.6
572.9
569.5
566.1
563.0
560.7
551.9
559.3
560.5
562.3
564.9
567.1
568.9
569.4
575.2
580.3
583.8
586.9
587.6
589.5
520
530
540
550
560
570
580
590
600
610
520
530
540
550
560
570
580
590
600
610
545
550
550
550
550
550
550
550
550
550
550
550
550 550
550
550
550
550
550
550
550
550
550
555
555
555
555
555
555
555
555
555
555
555
555
555
555
555
555
555
555
555
555
555
555
555
555
555
555
555
555
555
555
555
555
555
555
555
555
555
555
560
560
560560
560
560 560
560
560560
560
560
560
560
560
560
560
560560
560
560
560560
560
560
560
560
560
560
560
560
560
565
565
565
565
565
565
565 565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565
565565
565
565
565
565
565
565
565
565
565
570
570
570
570
570
570
570
570
570
570
570
570
570
570
570
570
570
570
570
570
570
570570
570
570
570
570
570570
570
570
570
570
570
570
570
575
575
575
575
575
575
575
575
575
575
575
575
575
575
575
575
575
575
575
575
575
575
575
575
575
575
575
575
575
575
575
575
575
575
575
575
575
575
575
575
575
575
575575 575
575
575
575
575575
580
580
580
580
580
580
580
580
580
580
580
580
580
580
580
580580
580
580
580
580
580
580
580
580
580
580
580
580
580 580 580
580
580
580
580
580
580
580
580
585
585
585
585
585
585
585
585
585
585
585
585
590
590
590
590 590
590
590
1365+00
1370
+00
PT 1374
+67.06
1375+001380+00
PC 1381
+11.06
PT 1383
+28.52
1385+00 1390+00 1395+00 1400+00 1405+00 1410+00
PC 1410
+69.71
1415
+00
1420+00
164
165
163
132
131
135
134
133
159
137
138
139
140
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
160
136
169168
167
166
170 171
173 174 175
176
182 183
179177
181
180
178
172
185
184
187 191
192
188 189 190 193186
194
196
195
191
N
166
130
141
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
2931CL11 1367+87.83 7141457.86 2445320.89 89.68 1190.00 4.81 1183.37 1862.6 46.95 1678.21 1356+04.46 1374+67.06 S 2.11 W N 88.21 W
2931CL12 1382+19.80 7141518.24 2443385.71 1.92 6480.00 0.88 108.74 217.46 89.17 217.45 1381+11.06 1383+28.52 N 88.21 W S 89.86 W
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
SUPER TRANSITIONS
RIGHT SIDE LEFT SIDE
1294+68.00 -2.0% 1292+88.00 -2.0%
1354+93.00 -2.0% 1353+13.00 -2.0%
1356+26.00 -5.0% 1356+26.00 5.0%
1374+45.00 -5.0% 1374+45.00 5.0%
1375+78.00 -2.0% 1377+58.00 -2.0%
1407+79.00 -2.0% 1409+59.00 -2.0%
1410+92.00 5.0% 1410+92.00 -5.0%
ROLL 2 OF 4 ROLL 2 OF 4
PR
OP
EL
EV
EXI
ST
EL
EV
STA 1408+50.00
END BRIDGE
STA 1407+20.00
BEGIN BRIDGE
@ PGLEXIST GROUND
@ PGLEXIST GROUND
2.0
%
2.0
%
5.0
%
2.0
%
2.0
%
5.0
%
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
% 5.0
%
2.0
%
2.0
%
5.0
%
5.0
%
MA
TC
H
LI
NE
ST
A 1292
+00
MATC
H LI
NE ST
A 1365+00
QUIC
KSIL
VE
R B
LV
D.
MATC
H LI
NE ST
A 1365+00
MATC
H LI
NE ST
A 1421+00
PROP R.O.W.
PROP R.O.W.PROP R.O.W.
PROP R.O.W.PROP R.O.W.
PROP R.O.W.
PROP R.
O.W.
PROP R.
O.W.
6 ACRE
POND
BREWER RD.
55
54
2931CL11
2931CL11
2931CL12
2931CL13
STA 1407+20.00
BEGIN BRIDGE
STA 1408+50.00
END BRIDGE
PROP R.O.W.
PROP R.O.W.
41'
41'
41'
41'
53'
41'
53'
41'
53'
41'
41'
41'
53'
41'
41'
53'
41'
53'
41'
41'
41'
41'
41'
41'
39'
41'
N POWELL RD.
SIL
VE
RA
DO P
KW
Y.
LIBERTY CIR.
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
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
[ FM 2931
[ FM 2931
100'
100
99
113
112
111
110
109
108
107
106
105
104
103
102
101
95
94
93
92
71
96 97
98
69
6870
N
114
115
116
117
118
119 120
121
122 123 124 125 126
127
128 129
161
162
58 59 60
61
57
62
63
56
53 64
65
6667
73 74
72 76
77
78
79
80
81
82
83
84
85
87
86
88
89
90
91
75
STA 1292+37.65PROP 1-30"x131'RCPEXIST 1-24" CMPCULVERT C-7
(PROP TBD)STA 1312+54.60EXIST 3-10'x10'MBCCULVERT BC-8
(PROP TBD)STA 1338+80.95EXIST 3-7'x4'MBCCULVERT BC-10
STA 1362+07.11PROP 1-30"x246'RCPEXIST 1-30" CMPCULVERT C-11
STA 1372+61.14PROP 2-5'x3'x120.8'MBCEXIST 2-36" CMPCULVERT C-12
PROP STA 1391+29.58EXIST STA 1391+33.06PROP 3-6'x3'x123.2'MBCEXIST 2-54" CMPCULVERT C-13
F/
F
F/
FF/
F
6 ACRE
POND
CHURCH
METHODIST
BETHEL
CHURCH
METHODIST
BETHEL
(TO BE REMOVED)STA 1319+22.87EXIST 1-24"CMPCULVERT C-9
ROAD
FARM
2931
ROAD
FARM
2931
ROAD
FARM
2931
FR
ON
TIE
R P
KW
Y. (future)
IKE B
YR
OM R
D. (c
urrent)
AR
VIN HIL
L R
D.
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
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