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HDR Engineering, Inc.
17111 Preston Road, Suite 200
Dallas, Texas 75248-1229
TEXASDEPARTMENT OF TRANSPORTATION
C 2009 by Texas Department of Transportation
Fort Worth, Texas
71426
SCHEMATIC PREPARED BY:
P.E. NUMBER DATE
PHILLIP WAYNE ULLMAN
PROJECT MANAGERNOT INTENDED FOR CONSTRUCTION,
BIDDING, OR PERMIT PURPOSES
PRELIMINARY
SUBJECT TO REVISIONS
Scale:
Horizontal 1:200
Vertical 1:20
CSJ: 0353-03-059, 0353-03-079, 0364-01-112,
0364-01-113, 0364-01-115, 0364-01-072
Scale:
Horizontal 1:200
Vertical 1:20
January 8, 2009
FUNCTIONAL CLASSIFICATION, DESIGN SPEED:
MAINLANES - URBAN FREEWAY, 70 MPH
COLLECTOR DISTRIBUTOR - URBAN FREEWAY, 50 MPH
RAMPS - URBAN FREEWAY, 50 MPH
FRONTAGE ROADS - COLLECTOR, 40 MPH
CROSS STREETS - COLLECTOR, 30MPH
TURNABOUTS - COLLECTOR, 20 MPH
FM 2499 -URBAN FREEWAY, 55 MPH
FUNCTIONAL CLASSIFICATION, DESIGN SPEED:
MAINLANES - URBAN FREEWAY, 70 MPH
COLLECTOR DISTRIBUTOR - URBAN FREEWAY, 50 MPH
RAMPS - URBAN FREEWAY, 50 MPH
FRONTAGE ROADS - COLLECTOR, 40 MPH
CROSS STREETS - COLLECTOR, 30MPH
TURNABOUTS - COLLECTOR, 20 MPH
FM 2499 -URBAN FREEWAY, 55 MPH
C 2009
R
Texas Department
of Transportation
PUBLIC HEARING DISPLAY
Tarrant County
February 24, 2009
State Highway 121From SH 360 to FM 2499
From Business 114L to International Parkway
And
State Highway 114
TEXASDEPARTMENT OF TRANSPORTATION
C 2009 by Texas Department of Transportation
Fort Worth, Texas
CSJ: 0353-03-059, 0353-03-079, 0364-01-112,
0364-01-113, 0364-01-115, 0364-01-072
PUBLIC HEARING DISPLAY
Tarrant County
February 24, 2009
State Highway 121From SH 360 to FM 2499
From Business 114L to International Parkway
And
State Highway 114
2ALEGEND
1000 - 2030 ADT
1000 - 2005 ADT
Unlabeled intersections will operate under stop conditions.
SIGNALIZED
INTERSECTION
SIGNALIZED
INTERSECTION
SH 26
MA
TC
H S
HE
ET
6
MA
TC
H S
HE
ET
6M
AT
CH
SH
EE
T 6
MA
TC
H S
HE
ET
6
SH 114
SH 121
SH 26
B 114
TRANSPORTATION PLANNING AND PROGRAMMING DIVISION
ON SH 114/121 FROM B 114 TO DALLAS COUNTY LINE TARRANT COUNTY
SHEET 7 OF 16
HOVHOV
MODIFIED ACCESS PLAN
Texan Trail
14600
9000
128100
76600
16100
10000
10200
16200
11700
7200
5400
3300
1800
2900
8400
5300
82000
139100
10000
16100
2900
1800
8400
13300
2000
3200
80
00
51
00
6300
3900
3100
5000
8100
5000
2000
3200
4500
6600
5400
3300
6400
10100
6400
4000
5700
9100
25
00
3400
1600
2700
2005 AND 2030 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS
5800
9000
90005800
13500
8000
Note (05/23/08)-
The Volumes are based on the schematic provided by TxDOT on 05/16/08
SH 114
MATCH SHEET 9
SH 121
SH 114
MATCH SHEET 9 MATCH SHEET 9 MATCH SHEET 9 MATCH SHEET 9
International
Parkway
HOV
HOV
MATCH SHEET 9
MA
TC
H S
HE
ET
8M
AT
CH
SH
EE
T 8
MA
TC
H S
HE
ET
8M
AT
CH
SH
EE
T 8
15500
9700
3300
6100
11300
5700
82100
136800
89700
52500
34100
54500
3700
2300
7400
11800
92400
52300
29800
45500
41700
27700
6400
12800
7300
11800
12300
24
60
0
17400
9000
6900
16100
5000
9500
2500
3900
21700
14200
7000
16500
31800
56600
20700
33100
49600
85900
2700
1700
16700
25600
73
00
0
30400
27
00
55
00
1000
600
1000
600
1700
2700
5500
2700
4960
0
85900
11800
7400
55400
35900
32800
49900
22700
13600
9500
47
00
16
40
0
6800
10200
18
80
0
3100
5800
8100
5300
3200
140015300
22400
25600
16700
11
90
0
25600
45500
16
60
0
81700
35
80
0
23
60
0
56
60
0
66
10
0
28
30
0
3300
17
00
19700
8500
REVISED 05/28/08
2100
1300
3600
2200
15700
26200
13
30
0
24
60
0
LEGEND
1000 - 2005 ADT
1000 - 2030 ADT
Unlabeled intersections will operate under stop conditions.
SH 121
SH 121
IH 635
MATCH SHEET 10 MATCH SHEET 10
MATCH SHEET 7
TARRANT COUNTY
MATCH SHEET 7MATCH SHEET 7 MATCH SHEET 7 MATCH SHEET 7
MATCH SHEET 10 MATCH SHEET 10
TRANSPORTATION PLANNING AND PROGRAMMING DIVISION
MATCH SHEET 10
MATCH SHEET 10
MATCH SHEET 7
SHEET 9 OF 16
MODIFIED ACCESS PLAN
MATCH SHEET 10
6500
3300
6500
3300
3900
74
00
74
00
3900
9300
20000
24500
13
30
0
20
60
0
46
70
0
31
00
0
19
60
0
82
60
0
43
70
0
11
64
00
59
80
0
56
60
0
31
80
0
5300
11
30
0
33100
20700
13300
24500
16
10
0
33800
33800
16
10
0
12
20
0
25
20
0
11
30
0
5300
3300
6900
25200
12200
6900
3300
32000
15200
45100
80700
32900
55500
34000
57600
2005 AND 2030 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND
MA
TC
H S
HE
ET
9 E
XT
. 1
MA
TC
H S
HE
ET
9 E
XT
. 1
5000
10700
31700
57600
26700
46900
20000
9300
10700
5000
26700
46900
46
70
0
20
60
0
No
te (
05
/23
/08
)-
The V
olu
mes a
re b
ased o
n t
he s
chem
ati
c p
rovid
ed b
y T
xD
OT
on 0
5/1
6/0
8
33300
71100
REVISED 05/28/08
TURNING MOVEMENTS ON SH 114/121 FROM B 114 TO DALLAS COUNTY LINE
LEGEND
1000 - 2030 ADT
1000 - 2005 ADT
Unlabeled intersections will operate under stop conditions.
SIGNALIZED
INTERSECTION
SIGNALIZED
INTERSECTION
MATCH SHEET 9 MATCH SHEET 9 MATCH SHEET 9
TRANSPORTATION PLANNING AND PROGRAMMING DIVISION
TARRANT COUNTY
MATCH SHEET 11 MATCH SHEET 11 MATCH SHEET 11MATCH SHEET 11
SHEET 10 OF 16MATCH SHEET 9
MATCH SHEET 11 MATCH SHEET 11
MATCH SHEET 9
TO DALLAS COUNTY LINE
BethelBass Pro Dr.
MODIFIED ACCESS PLAN
MATCH SHEET 9
VOLUMES AND TURNING MOVEMENTS ON SH 114/121 FROM B 114
REVISED 12/07/06
2005 AND 2030 ANTICIPATED AVERAGE DAILY TRAFFIC
19
10
0
9200
23700
11
30
0
7000
14500
16
00
0
76
00
16
00
31
00
31
00
16
00
5400
11
40
0
5200
2400
12600
5900
11800
5600
2300
1100
10
80
0
52
00 3400
7100
14
10
0
6800
3800
1800
3900
7200
5000
10500
21300
10700
400
900
13
90
0
72
00
13
90
0
72
00
30
70
0
14
30
0
3900
8300
47
30
0
93600
82
60
0
43
70
0
59
00
0
28
30
0
8600
18200
400
900
8200
17300
1900
3900
5100
10700
3600
1700 6300
13
40
0
4300
91
00
3700
7900
LEGEND
1000 - 2030 ADT
1000 - 2005 ADT
Unlabeled intersections will operate under stop conditions.
SIGNALIZED
INTERSECTION
SIGNALIZED
INTERSECTION
FM 2499
SH 121
MA
TC
H S
HE
ET
10
MA
TC
H S
HE
ET
10
MA
TC
H S
HE
ET
10
MA
TC
H S
HE
ET
10
MA
TC
H S
HE
ET
12
MA
TC
H S
HE
ET
12
MA
TC
H S
HE
ET
12
MA
TC
H S
HE
ET
10
MA
TC
H S
HE
ET
12
MATCH SHEET 16
MATCH SHEET 16
MATCH SHEET 16
MA
TC
H S
HE
ET
10
SHEET 11 OF 16
MATCH SHEET 16
SH
26
Grapevine Mills S Grapevine Mills S
MODIFIED ACCESS PLAN
REVISED 12/07/06
6700
3200
14300
6900
15400
7400
600
300
6500
31
00 500
1100
3700
7800
13600
6500
63
00
3000
1300
600
7800
3700
7100
3400
3400
7300
16000
7700
3400
7100
2100
1000
46
00
22
00
76
00
3700
13900
6700
1600
3400
400
100
17300
8300
1900
900
3300
1600
90
0
1900
700
1500
2700
5600
1900
4100
1900
4100
20600
9900
6400
3100
14200
14900
44500
20900
47600
22900
14200
6800
700
300
1900
4100
9100
4400
4800
10000
30700
14300
9900
4700
6600
13800
1000048004700
9900
47600
22900
5400
11400
6400
3100
3900
8100
75800
40400
3300
6800
19900
9500
47300
93600
75800
40400
13600
6400
5400
11400
3100
6400
6800
3300
3900
8100
7200
14900
4E
LEGEND
1000 - 2030 ADT
1000 - 2005 ADT
Unlabeled intersections will operate under stop conditions.
SIGNALIZED
INTERSECTION
SIGNALIZED
INTERSECTION
SIGNALIZED
INTERSECTION
SIGNALIZED
INTERSECTION
MA
TC
H S
HE
ET
11
M
AT
CH
SH
EE
T 1
1
MA
TC
H S
HE
ET
11
M
AT
CH
SH
EE
T 1
1
TRANSPORTATION PLANNING AND PROGRAMMING DIVISION
TARRANT COUNTY
ON SH 114/121 FROM B 114 TO DALLAS COUNTY LINE
SHEET 16 OF 16
GRAPEVINE MILLS DRIVESTARS AND STRIPES
FM 2499
MODIFIED ACCESS PLAN
REVISED 12/07/06
11300
5400
15500
33200
33200
16000
6900
14400
6400
3100
5400
11300
16100
7800
700
1600
5500
2600
80
00
39
00
10600
5200
400
900
10600
5200
400
900
7600
3600
4800
10100
18200
8800
100
200
18200
8800
100
200
9000
4300
10900
5200
9200
4500
1900
4100
6900
3300
3100
6400
7300
3500
58
00
12
30
0
14200
6800
100
400
14600
6900
15500
33200
33200
16000
6600
14100
47800
22400
22600
47300
14400
6900
2200
4800
1600
700
8400
17600
90
0
50
0
400
900
8000
3800
8000
16700
7300
3500
8300
17400
17
00
3700
200
300
200
100
8500
17700
200
100
8500
17700
71
00
3300
4900
10000
7900
3800
3600
7700
6300
3000
4400
9300
5900
12
40
0
2100
4400
400
100
6500
13700
2005 AND 2030 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS
EX
ISTIN
G R
.O.W
.
EX
ISTIN
G R
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.
EX
IS
TIN
G R
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.
EX
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TIN
G R
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.
EX
ISTIN
G R
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.
EX
ISTIN
G R
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.
EX
ISTIN
G R
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.
EXISTING R.O.W.
EXISTING R.O.W.
EX
IS
TIN
G R
.O.W
.
EX
IS
TIN
G R
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.
EXISTING R.O.W.
EX
ISTIN
G R
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.
EX
IST
ING
R.O
.W.
EXISTING R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
EX
IS
TIN
G R
.O.W
.
PROPOSED R.O.W.
EX
ISTIN
G R
.O.W
.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W. PROPOSED R.O.W.
EX
IS
TIN
G R
.O.W
.
EX
IST
ING
R.O
.W.
EX
IST
ING
R.O
.W.
PR
OP
OS
ED
R.O
.W.
PR
OP
OS
ED
R.O
.W.
PROPOSED R.O.W.
PRO
POSED
R.O
.W.
PRO
POSED
R.O
.W.
PRO
POSED
R.O
.W.
PR
OPO
SED
R.O
.W.
PR
OP
OS
ED
R.O
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PROPOSED R.O.W.
PROPOSED R.O.W.PROPOSED R.O.W. PROPOSED R.O.W.
PR
OP
OS
ED
R.O
.W.
PR
OP
OS
ED
R.O
.W.
EXISTING R.O.W.
PR
OP
OS
ED
R.O
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PR
OPO
SE
D R
.O.W
.
EXISTING R.O
.W.
PROPOSED R.O.W.
PR
OPO
SE
D R
.O.W
.
PROPOSED R.O.W.
PR
OPO
SE
D R
.O.W
.
PR
OP
OS
ED
R.O
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PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PR
OPO
SED
R.O
.W.
PRO
PO
SED
R.O
.W.
PRO
PO
SED
R.O
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PROPOSED R.O.W.
PRO
PO
SED
R.O
.W.
EX
IS
TIN
G R
.O.W
.
PROPOSED R.O.W.
N 6%%d 38’ 25.00" W
S 6
3%
%d 1
6’ 5
0.0
0" E
Due E
ast
N 8
5%
%d 2
8’ 3
4.0
0" E
S 8
8%
%d 4
6’ 1
6.0
0" E
N 6%%d 35’ 41.00" WN 2%%d 00’ 00.00" E
S 1%%d 56’ 28.00" W
S 8
9%
%d 3
8’ 3
1.2
5" E
S 8
9%
%d 3
8’ 3
1.2
5" E
S 0%%d 33’ 34.00" E
650+00
655+00
660+00
665+00
670+00
675+00
680+00
685+
00
690+
00
695+
00
700+
00
705+
00
710+
00
715+
00
650+00
655+00
660+00
665+00
670+00
675+00
680+00
685+
00
690+
00
695+
00
700+
00
705+
00
710+
00
715+
00
100+00
105+
00
110+
00
0+00
5+00 10+00
0+00
5+
00
10
+0
0
0+00
5+
00
10
+0
0
100+
00
105+
00
110+
00
N 0%%d 33’ 34.00" W
N 0%%d 33’ 34.00" W
S 4%%d 33’ 34.00" E
N 7%%d 26’ 26.00" E
N 0%%d 33’ 34.00" WN 4%%d 26’ 26.00" E
5885+00
5890+00
5895+00
5900+00
5905+00 5910+00
5915+00
N 3%%d 26’ 26.00" E
N 26%
%d 11’ 30.00" E
N 0%%d 33’ 34.00" W
0+00
5+00
10+00
15+00
20+00
25+00
N 4%%d 33’ 34.00" W
3855+00
3860+00
3865+00
3870+00
3875+00
3880+00
3885+00
0+00
5+00
10+00
15+00
20+
00
S 5%%d 03’ 32.00" E
0+00
5+00
10+00 15+00
20+00
N 4%%d 26’ 26.00" E
N 1%%d 05’ 45.00" W
S 1%%d 17’ 00.00" E
0+005+0010+00
6915+00
6920+00
6925+00
6930+00
6935+00
6940+00
6945+00
6950+00
N 25%
%d 49’ 10.00" E
4935+
00
4940+00
4945+00
N 6
3%
%d 3
4’ 2
3.0
0" E
N 3
7%
%d 3
1’ 2
8.0
0" E
N 7
0%
%d 3
5’ 1
8.0
0" E
N 5
4%
%d 1
1’ 1
9.0
0" E
N 6
6%
%d 4
3’ 5
0.0
0" E
N 28%
%d 10’ 23.00" E
N 3
7%
%d 4
8’ 1
3.2
8" E
0+00
5+00
10+00
15+00
20+00
25+00
N 4
4%
%d 3
2’ 3
0.0
0" E
N 34%
%d 58’ 23.00" E
N 0%%d 33’ 34.00" W
N 3
8%
%d 4
7’ 0
3.0
0" E
N 4
1%
%d 1
6’ 2
0.8
0" E
800+
00
N 6
3%
%d 3
4’ 2
3.0
0" E
5915+00
5920+00
5925+00
5930+00
5935+00
5940+00
5945+00
5950+00
5955+
00
5960+
00
5965+
00
5970+
00
5975+
00
5980+
00
S 7
5%
%d 5
8’ 3
9.0
0" E
3260+00
3265+
00
3270+
00
3275+00
3280+00
3285+00
3290+00
3295+00
3300+00
3305+00
3310+00
3315+00
N 0%%d 33’ 34.00" WN 1%%d 56’ 28.00" E
N 16%%d 10’ 43.00" E
680+00
685+00
690+00
695+00 700+00 705+00 710+00 715+00 720+00 725+00 730+00 735+00 740+00 745+00 750+00755+00
760+00
765+00
770+00
775+00
780+00
785+00
600+00
605+00
610+00
615+00
620+00
625+00
630+00
635+00
S 6
3%
%d 1
6’ 5
0.0
0" E
S 5
9%
%d 1
6’ 5
0.0
0" E
5000+00
5005+00
5010+00
5015+
00
5020+00
5025+00
N 24%
%d 58’ 23.00" E
N 29%
%d 58’ 23.00" E
N 24%
%d 10’ 23.00" E
0+00
5+00
10+00
15+00
0+00
5+00
10+00
15+00
N 13%%d 44’ 14.00" W
N 7%%d 33’ 34.00" W
N 16%%d 10’ 43.00" E
0+00
5+00
10+00
15+00
2865+00
2870+00
2875+00
2880+00
2885+00
2890+00 2895+00
2900+00
2905+00
2910+00
2915+00
2920+00
2925+00
2930+00
2935+00
2940+00
2945+00
2950+00
2955+00
N 5
9%
%d 5
6’
50.0
0" W
N 0%%d 33’ 34.00" W
N 19%%d 30’ 52.00" W
N 29%
%d 58’ 23.00" E
N 4
1%
%d 3
2’ 3
4.0
0" E
4875+00
4880+00
4885+00 4890+00 4895+00 4900+00
4905+00
4910+00
4915+00
4920+00
4925+00
4930+00
4935+00
4940+00 4945+00
N 3%%d 26’ 26.00" E
N 0%%d 33’ 34.00" W
N 26%
%d 40’ 14.00" E
N 10%%d 35’ 41.00" W
N 1%%d 50’ 16.00" E
N 12%%d 18’ 00.00" W
0+00
5+00
10+00
15+00
20+0025+00
N 0%%d 33’ 34.00" W
N 4%%d 02’ 49.00" E
N 23%%
d 36’ 29.00" E
N 1%%d 50’ 16.00" E
N 6
1%
%d 5
6’ 1
3.0
0" E
N 8%%d 57’ 08.00" WN 4%%d 02’ 49.00" E
N 23%%
d 36’ 29.00" E
2790+002795+00
2800+00
2805+00
2810+00 2815+00 2820+00 2825+00 2830+00 2835+00 2840+00 2845+00 2850+00 2855+00 2860+00 2865+00 2870+00 2875+00
2880+00
2885+00
2890+00
2895+00
2900+00
2905+00
2910+00
2915+00
2920+00
2925+00
2930+00
2935+00
2940+00
2945+00
940+
00
945+
00
950+
00
S 4
7%
%d 1
0’ 3
0.7
5" E
S 4
1%
%d 0
9’ 5
9.0
0" E
0+00
5+00
10+00
15+00
20+00
25+
00
30+
00
35+00
40+00
N 14%%d 56’ 04.00" W
S 4
7%
%d 0
9’ 5
9.0
0" E
N 5
3%
%d 0
9’ 59.0
0" W
0+00
5+00
10+00
15+00
20+00
25+00
30+00
35+00
0+00
5+00
10+
00
15+
00
20+
00
25+00
30+00
35+00
40+00
45+00
N 7
3%
%d 3
9’ 5
9.0
0" W
N 4%%d 33’ 34.00" W
N 3%%d 32’ 26.00" E
0+00
5+00
10+00
15+00
20+
00
25+
00
0+00
5+
00
10+
00
15+00
20+00
25+00
0+00
5+00
10+00
15+
00
20+
00
25+00
N 4
7%
%d 5
6’ 2
9.8
3" E
0+00
5+00
10+00
15+00
20+00
25+00
30+00
0+00
5+00
10+00
15+00
20+00
25+00
N 5
9%
%d 5
5’ 1
0.0
0" E
S 4
1%
%d 0
9’ 5
9.0
0" E
S 5
7%
%d 0
9’ 5
9.0
0" E
0+00
5+00
10+00
15+00
20+00
25+00
30+00
940+00
945+00
950+00
955+00
960+00
965+00
970+00 975+00
840+00
845+00
850+00
855+00
860+00
865+00
870+00 875+001785+00 1790+00 1795+00 1800+00 1805+00 1810+00 1815+00 1820+00 1825+00
1830+001835+00 1840+00 1845+00 1850+00 1855+00 1860+00 1865+00 1870+00 1875+00 1880+00 1885+00 1890+00 1895+00 1900+00
1905+00
1910+00
1915+00
1920+00
1925+00
1930+00
1935+00
1940+00
1945+00
1950+00
1955+00
1960+00
1965+00
540+
00
545+
00
550+
00
555+
00
560+
00
565+
00
570+
00
575+00
580+00
585+00
590+00
5+00
10+
00
15+
00
20+
00
N 5
9%
%d 1
7’ 5
7.0
0" E
0+
00
5+
00
10+00
15+00
S 5
6%
%d 2
4’ 4
5.0
0" E
380+
00
385+
00
390+
00
395+
00
400+
00
405+
00
410+
00
415+00
420+00
425+00
430+00
15+
00
20+
00
0+
00
5+
00
10+
00
15+00
S 7
8%
%d 0
5’ 2
2.0
0" E
30+
00
35+
00
40+
00
45+
00
50+
00
55+
00
60+
00
65+00
70+00
75+00
80+00
0+00
5+00
10+00
15+00 20+00
25+00N 4%%d 33’ 34.00" W
5+00
10+00
15+00
20+00
25+
00
30+
00
35+
00
40+00
45+00
N 4
7%
%d 1
0’ 30.7
5" W
N 7
4%
%d 0
4’ 5
9.0
0" W
160+00
165+00
170+00
S 7
0%
%d 5
8’ 3
1.0
0" E
100+
00
105+
00
110+
00
115+
00
120+
00
125+
00
130+
00
135+
00
10+
00
15+
00
N 7
7%
%d 4
8’ 3
6.0
0" E
S 1%%d 50’ 16.00" W
S 1%%d 50’ 16.00" W
4000+00
4005+00
4010+00
4015+004020+00
4025+00
4030+00
4035+00
4040+00
4045+00
4050+00
4055+00
2000+00
2005+00
2010+00
2015+002020+00
3000+00
3005+00
3010+00
3015+003020+00
S 1%%d 50’ 16.00" W
S 1%%d 50’ 16.00" W
505+00510+00
515+00
520+00
525+00
530+00
535+00
540+00
545+00
S 1%%d 50’ 16.00" W
S 4%%d 36’ 18.00" E
700+00
705+00
710+00
715+00
720+00
725+00730+00
735+00
N 3%%d 04’ 04.00" W
S 4%%d 26’ 26.00" W
S 12%%d 27’ 30.00" W
S 18%%d 50’ 44.00" E
0+00
5+00
10+00
15+00
20+00
25+00
30+00
N 0%%d 32’ 30.00" W
N 8
9%
%d
27
’ 3
0.0
0" E
0+00
5+
00
0+00
5+
00
N 0%%d 32’ 30.00" W
S 8
9%
%d
27
’ 3
0.0
0" W
0+00
5+00
S 6%%d 05’ 07.00" ES 2
3%%
d 27’ 3
0.00" W
S 0%%d 32’ 30.00" E
0+00
5+00
10+00
15+00
20+00
25+00
30+00
35+0040+00
45+00
50+00
55+00
805+00
810+00
815+00
820+00
825+00
830+00
N 4%%d 32’ 30.00" W
N 9%%d 02’ 30.00" W
S 2%%d 09’ 44.00" E
0+00
5+00
10+0015+00
20+
00
25+
00
30+00
35+00
S 11%%d 11’ 01.00" W
30+00
35+
00
40+
00
45+
00
50+00
55+0060+00
65+00N 0%%d 28’ 38.00" W
N 7%%d 11’ 01.00" E
N 0%%d 33’ 34.00" W
480+00 485+00 490+00
495+00
500+00
505+00 510+00 515+00 520+00 525+00 530+00 535+00 540+00 545+00 550+00 555+00
560+00
565+00
570+
00
575+
00
S 0%%d 32’ 30.00" E
S 13%%d 04’ 49.79" E
0+
00
5+00
10+00
15+00
S 8
9%
%d 3
8’ 3
1.2
5" E
N 7
4%
%d 4
2’ 5
7.7
3" E
S 8
9%
%d 1
8’ 1
8.0
0" E
105+
00
110+
00
115+
00
120+
00
125+
00
130+
00
395+00
400+
00
405+
00
410+
00
415+
00
420+
00
425+
00
N 8
9%
%d 3
8’ 3
4.0
8" W
N 8
9%
%d
27
’ 3
0.0
5" E
S 7%%d 51’ 38.60" WS 0%%d 32’ 30.00" EN 4%%d 41’ 23.00" W
0+005+00
10+0015+00
20+00
S 17%%d 32’ 30.00" E
0+00
S 11%%d 27’ 30.00" W
0+00
5+00
5+
00
10+00
15+00
20+00
PROPOSED GRADE
L CSBPDRC
BA
SS
PR
O D
RIV
E
PROPOSED GRADE
EXISTING GROUND
17.1
’
CONTROL LINE RSNBPDR1
CONTROL LINE 635ML2
CONTROL LINE UTRNBPS
CONTROL LINE 2499ML2
CONTROL LINE 635ML1
CONTROL LINE DN26N21
18.0
’
21.9
’
16.6
’
PROPOSED BRIDGE CLASS
8-8’ X 7’ BOX CULVERT
FL 533.10
PROPOSED
7’ X 7’ BOX CULVERT
FL 536.15
PROPOSED
2-6’ X 6’ BOX CULVERTS
FL 534.27
STA = 1849+50.00
EL = 596.87’
(+)0.9435 % (-)2.9781 %
L = 1,000.00’
K = 255
ex = -4.90’
STA = 1866+25.00
EL = 546.98’
(-)2.9781 %(+)0.5022 %
L = 1,850.00’
K = 532
ex = 8.05’
STA = 1889+25.00
EL = 558.54’
(+)0.5022 % (-)0.5000 %
L = 1,000.00’
K = 998
ex = -1.25’
STA = 1913+00.00
EL = 546.66’
(-)0.5000 % (+)0.4911 %
L = 300.00’
K = 303
ex = 0.37’
STA = 1919+50.00
EL = 549.85’
(+)0.4911 % (-)1.7884 %
L = 600.00’
K = 263
ex = -1.71’
STA = 1924+50.00
EL = 540.91’
(-)1.7884 % (-)0.5000 %
L = 250.00’
K = 194
ex = 0.40’
STA = 1956+50.00
EL = 524.91’
(-)0.5000 % (+)2.0989 %
L = 1,000.00’
K = 385
ex = 3.25’
VP
C 1
857+
00.0
0 E
L. =
574.5
3’
VP
T 1
875+
50.0
0 E
L. =
551.6
3’
VP
C 1
923+
25.0
0 E
L. =
543.1
5’
VP
T 1
925+
75.0
0 E
L. =
540.2
9’
VP
C 1
951+
50.0
0 E
L. =
527.4
1’
C
23.0
’
EN
TR
AN
CE
- 6
35M
L1
EN
TR
AN
CE
- D
SM
97
SM
21
EX
IT
- R
NE
BP
DR
47.8
’
17.7
’
18.0
’
DA
RT
(CO
TT
ON
BE
LT
) R
R
VP
C 1
84
4+
50
.00
EL
. =
59
2.1
5’
VP
T 1
85
4+
50
.00
EL
. =
58
1.9
8’
VP
C 1
88
4+
25
.00
EL
. =
55
6.0
2’
VP
T 1
89
4+
25
.00
EL
. =
55
6.0
4’
VP
C 1
91
6+
50
.00
EL
. =
54
8.3
8’
VP
T 1
92
2+
50
.00
EL
. =
54
4.4
9’
1955+00 1960+00
53
2.1
7
531.8
2
531.7
3
53
1.2
1
53
0.9
7
1955+00 1960+001955+00 1960+00
527.2
5
527.7
9
528.5
9
529.6
5
53
0.9
7
1950+00
534.8
3
534.3
6
534.0
6
53
3.9
4
533.5
8
53
3.2
1
532.8
6
53
2.4
7
532.3
5
1950+001950+00
530.1
6
529.6
6
529.1
6
528.6
6
528.1
6
527.6
6
527.1
9
526.9
5
52
6.9
7
1935+00 1940+00 1945+00
536.1
2
53
4.8
7
53
4.1
0
53
4.0
7
534.1
8
53
4.3
4
53
4.8
4
53
5.3
1
535.8
9
535.5
9
535.2
5
1935+00 1940+00 1945+001935+00 1940+00 1945+00
535.6
6
535.1
6
534.6
6
534.1
6
533.6
6
533.1
6
532.6
6
532.1
6
531.6
6
531.1
6
530.6
6
1930+00
53
9.9
0
53
8.7
4
537.9
5
53
7.2
0
53
8.0
1
53
8.3
0
53
8.6
1
53
8.7
4
538.6
9
53
7.3
0
1930+001930+00
54
0.8
0
540.1
6
539.6
6
539.1
6
538.6
6
538.1
6
537.6
6
537.1
6
536.6
6
536.1
6
1925+001915+00 1920+00
542.3
8
54
2.5
7
54
1.9
7
541.6
5
541.1
3
54
0.5
7
540.7
6
54
1.8
4
541.5
8
540.8
8
540.1
5
1915+00 1920+001915+00 1920+00
547.1
9
54
7.6
4
548.1
3
548.5
8
548.6
9
548.4
2
54
7.7
7
54
6.7
4
545.3
3
543.5
9
541.9
5
1905+00 1910+00
550.6
6
55
0.7
7
54
9.9
7
549.0
9
548.0
8
54
7.1
7
54
6.0
7
544.2
9
54
3.0
0
542.4
5
1905+00 1910+001905+00 1910+00
551.1
6
550.6
6
550.1
6
549.6
6
549.1
6
548.6
6
548.1
6
547.6
6
54
7.2
0
547.0
3
1895+00 1900+00
55
2.8
4
552.2
8
55
1.9
0
55
1.8
1
551.1
6
550.7
9
550.3
6
550.4
5
550.9
6
55
0.6
4
1900+001895+001895+00 1900+00
556.1
6
555.6
6
555.1
6
554.6
6
554.1
6
553.6
6
553.1
6
552.6
6
552.1
6
551.6
6
1880+00 1885+00 1890+00
54
9.4
1
550.0
3
55
0.6
1
55
1.2
4
55
1.7
1
55
2.1
0
552.5
2
55
2.8
7
552.9
8
553.4
9
55
3.4
1
553.6
8
55
3.4
4
55
3.0
0
1880+00 1885+00 1890+001880+00 1885+00 1890+00
553.8
9
554.3
9
554.8
9
55
5.4
0
55
5.9
0
55
6.3
7
556.7
5
557.0
3
55
7.2
0
557.2
8
557.2
5
557.1
3
55
6.9
1
556.5
8
1870+00 1875+00
54
4.7
4
545.7
8
545.8
2
54
6.4
7
546.6
9
54
7.1
1
547.3
9
548.4
6
548.8
3
548.2
6
54
8.9
1
1870+00 1875+001870+00 1875+00
55
2.3
4
55
1.7
1
55
1.2
7
551.0
2
550.9
6
551.0
9
55
1.4
0
551.8
8
552.3
8
552.8
9
553.3
9
1865+00
556.3
2
55
3.5
1
551.1
9
549.2
9
54
7.6
1
546.5
6
545.6
8
1865+001865+00
561.9
9
560.0
5
558.2
9
556.7
3
555.3
5
554.1
6
553.1
5
1855+00 1860+00
58
2.1
0
580.0
3
57
7.3
0
574.6
2
571.3
5
56
8.4
0
56
5.5
7
56
2.0
0
559.2
2
1855+00 1860+001855+00 1860+00
58
6.0
0
583.4
2
580.4
9
57
7.5
1
574.5
3
571.6
5
568.9
5
56
6.4
4
564.1
2
1845+00 1850+00
58
8.3
7
589.2
5
58
9.7
1
590.1
6
59
0.1
4
570.9
6
55
7.3
1
570.6
8
58
6.1
1
584.1
9
1845+00 1850+001845+00 1850+00
59
0.7
4
591.6
8
59
2.5
7
593.1
2
593.2
8
593.0
5
592.4
3
59
1.4
1
59
0.0
0
58
8.2
0
587.3
3
510
520
530
540
550
560
570
580
590
600
(MGV21)
SH 121 MAINLANES
(MGV21)
SH 121 MAINLANES
(MGV21)
SH 121 MAINLANES
EX
IT
-2
49
9M
L2
EX
IT-D
SM
21S
M97
33
.00
’
END PROJECT
END CONSTRUCTION
STA. 1951+47.52
END CSJ: 0364-01-115
TIE TO PVMT. BY OTHERS CSJ: 0364-01-072
CONTROL
LINE
UTRNBPN
L MGV21
STA 1843+00.00 (0.00’ RT) =
CONTROL LINE 121ML4
STA 878+60.56 (24.00’ LT)
EL = 590.26
CONTROL LINE 121ML5
STA 976+62.58 (24.00’ RT)
EL = 590.26
EX
IT
-R
NE
SL
EX
IT-D
SM
21E
M35
EN
TR
AN
CE
- D
NM
99N
M21
VP
C 1
91
1+
50
.00
EL
. =
54
7.4
1’
VP
T 1
91
4+
50
.00
EL
. =
54
7.4
0’
CL CSBPDR
EXISTING GROUND
PROPOSED GRADE
EXISTING GROUND
PROPOSED GRADE
BA
SS
PR
O D
RIV
E
CONTROL LINE DEM14NM97
CONTROL LINE 121ML4
CONTROL LINE DWM35SM97
CONTROL LINE UTRNBPN
CONTROL LINE UTRNBPS
CONTROL LINEDSM21EM35
18.1
’
EX
IT
- 6
35
ML
2
16.8
’
520
530
540
550
560
570
580
590
600
610
620
630
57
2.8
7
57
2.3
7
571.9
5
571.5
9
570.9
8
57
0.1
7
56
9.7
1
56
9.1
4
568.6
9
568.0
3
56
7.4
1
56
6.7
1
566.1
3
56
6.0
4
565.5
3
568.5
2
572.5
8
574.7
2
575.9
8
57
1.9
7
575.7
5
57
8.4
0
577.6
2
561.5
3
56
1.3
4
564.3
8
58
0.0
1
580.3
8
581.0
2
58
1.0
0
58
1.1
1
580.9
3
581.9
9
585.7
3
58
3.7
7
580.2
8
579.1
8
57
8.6
0
57
8.1
7
577.5
2
576.8
5
575.7
9
57
5.0
1
574.1
5
57
3.4
1
572.0
9
57
1.0
0
552.7
5
552.9
8
55
3.8
4
554.1
9
554.0
9
56
4.7
7
580.8
2
590.4
3
586.6
3
57
5.1
7
56
4.8
1
558.0
5
55
5.8
7
552.9
9
554.2
2
55
5.5
1
55
7.0
0
557.5
2
558.1
9
55
6.3
1
55
3.9
4
55
2.0
0
55
7.9
0
552.0
5
549.8
6
547.3
9
54
5.8
7
54
4.9
0
54
4.7
0
54
5.4
7
545.4
5
54
6.1
0
54
7.6
4
550.3
9
55
2.0
0
55
1.9
4
55
0.6
4
549.9
9
54
9.2
1
548.2
8
547.4
5
546.6
9
54
5.6
7
54
4.8
1
544.3
5
54
4.6
4
543.7
9
54
2.4
0
54
2.2
1
541.7
2
541.2
2
54
1.0
1
54
1.4
0
542.0
3
542.2
2
54
2.9
0
54
0.4
7
541.1
9
537.0
8
53
6.8
1
53
9.3
7
53
9.5
0
560.5
9
551.9
9
55
1.9
4
545.9
5
54
1.3
7
538.2
9
536.9
3
536.2
5
535.7
8
535.5
9
17.9
’
20.4
’
17.7
’
17.8
’
C SH 26L EN
TR
AN
CE
- R
SN
SS
C
CONTROL LINE 97ML2
STA 2945+97.40 (0.00’ RT)
L 2499ML1
STA 4046+69.82 (30.00’ RT) =
EL = 531.98
CONTROL
LINE
DN26N21
PROPOSED
2-6’ X 6’ BOX CULVERTS
FL 536.47
CONTROL LINE RSNBPDR1
52.8
’
CONTROL LINE 635ML2
44.8
’
560
520
530
540
550
570
580
590
600
610
620
630
22.4
’
CONTROL
LINE
ME14MS14
24.0
’
CONTROL
LINE
114ML1
CONTROL
LINE
MN14MW14
16.9
’
2790+00 2795+00 2800+00 2805+00 2810+00 2815+00 2820+00 2825+00 2830+00 2835+00 2875+00 2880+00 2885+00 2890+00 2895+00 2900+00 2905+00 2910+00 2915+00 2920+00 2925+00 2930+00 2935+00 2940+00 2945+00
EN
TR
AN
CE
- D
EM
14
SM
97
EN
TR
AN
CE
- D
NM
14S
M97
CONTROL
LINE
FRN360
16.6
’
18.5
’
17.3
’
19.1
’
CONTROL LINE RWNTXTR
CONTROL LINE 121ML5
SPUR 97 SOUTH
(97ML2)
17.3
’
CONTROL LINE
DNM97SM14
EX
IT
- D
SM
97
SM
14
EX
IT
- D
SM
97S
M21
VP
C 2
89
3+
50
.00
EL
. =
55
2.0
0’
VP
T 2
898+
50.0
0
EL
. =
55
0.3
4’
573.2
9
STA = 2797+50.00
EL = 568.65’
(-)0.5000 % (+)2.2879 %
L = 550.00’
K = 197
ex = 1.92’
STA = 2812+50.00
EL = 602.97’
(+)2.2879 %(-)1.3850 %
L = 950.00’
K = 259
ex = -4.36’
STA = 2835+00.00
EL = 571.80’
(-)1.3850 % (+)2.5366 %
L = 750.00’
K = 191
ex = 3.68’
STA = 2886+00.00
EL = 548.25’
(-)0.5252 % (+)0.5000 %
L = 300.00’
K = 293
ex = 0.38’
STA = 2896+00.00
EL = 553.25’
(+)0.5000 % (-)1.1643 %
L = 500.00’
K = 300
ex = -1.04’ STA = 2903+00.00
EL = 545.10’
(-)1.1643 % (+)0.7360 %
L = 500.00’
K = 263
ex = 1.19’
STA = 2916+50.00
EL = 555.04’
(+)0.7360 % (+)3.1646 %
L = 500.00’
K = 206
ex = 1.52’
STA = 2925+50.00
EL = 583.52’
(+)3.1646 %
(-)2.0011 %
L = 500.00’
K = 97
ex = -3.23’
STA = 2937+00.00
EL = 560.50’
(-)2.0011 %(-)3.2454 %
L = 300.00’
K = 241
ex = -0.47’
531.3
8
VP
C 2
794+
75.0
0 E
L. =
570.0
2’
VP
T 2
800+
25.0
0 E
L. =
574.9
4’
VP
C 2
807+
75.0
0 E
L. =
592.1
0’
VP
T 2
817+
25.0
0 E
L. =
596.3
9’
VP
C 2
831+
25.0
0 E
L. =
577.0
0’
VP
C 2
884+
50.0
0 E
L. =
549.0
4’
VP
T 2
887+
50.0
0 E
L. =
549.0
0’
VP
C 2
900+
50.0
0 E
L. =
548.0
1’
VP
T 2
905+
50.0
0 E
L. =
546.9
4’
VP
C 2
914+
00.0
0 E
L. =
553.2
0’
VP
T 2
919+
00.0
0 E
L. =
562.9
5’
VP
C 2
923+
00.0
0 E
L. =
575.6
1’
VP
T 2
928+
00.0
0 E
L. =
578.5
1’
VP
C 2
935+
50.0
0 E
L. =
563.5
1’
VP
T 2
938+
50.0
0 E
L. =
555.6
4’
57
2.9
0
57
2.4
0
57
1.9
0
57
1.4
0
57
0.9
0
57
0.4
0
56
9.9
1
569.7
9
570.1
8
571.0
8
572.4
8
574.3
8
576.6
6
57
8.9
4
581.2
3
583.5
2
58
5.8
1
58
8.1
0
590.3
8
592.6
6
594.6
6
59
6.2
7
597.4
9
598.3
3
598.7
8
598.8
5
598.5
3
597.8
2
596.7
2
595.3
5
593.9
6
592.5
8
591.1
9
58
9.8
1
588.4
2
58
7.0
4
585.6
5
58
4.2
7
582.8
8
58
1.5
0
58
0.1
1
578.7
3
57
7.3
4
57
6.1
1
57
5.3
7
57
5.1
7
575.4
8
554.5
5
554.0
3
55
3.5
0
552.9
8
552.4
5
551.9
3
55
1.4
0
550.8
8
550.3
5
549.8
3
54
9.3
0
548.8
2
548.6
3
548.7
9
549.2
5
549.7
5
550.2
5
550.7
5
551.2
5
551.7
5
55
2.2
1
552.3
8
55
2.2
1
55
1.7
1
550.8
8
549.7
6
548.5
9
547.4
8
546.6
9
546.2
9
546.2
6
546.6
2
54
7.3
1
54
8.0
4
548.7
8
549.5
2
550.2
5
550.9
9
551.7
2
552.4
6
55
3.2
0
55
4.1
7
55
5.6
4
557.5
9
560.0
3
562.9
5
56
6.1
1
569.2
8
57
2.4
4
57
5.6
1
578.2
5
57
9.8
7
580.4
5
58
0.0
0
57
8.5
1
57
6.5
1
57
4.5
1
57
2.5
1
57
0.5
1
56
8.5
1
56
6.5
1
56
4.5
1
562.4
5
56
0.0
4
55
7.2
1
55
4.0
1
55
0.7
7
547.5
2
544.2
8
541.0
3
537.7
9
53
4.5
4
CONTROL
LINE
DNM97WM14
50.6
’
57
0.2
4
56
8.7
7
567.1
3
576.3
2
577.6
8
579.5
6
PROPOSED
7’ X 7’ BOX CULVERT
FL 535.30
PROPOSED
3 - 7’ x 5’ BOX CULVERTS
FL 557.52’
CL CSAIR
17.8
’
54
4.7
4
54
5.7
0
542.6
9
548.5
2
553.4
5
55
6.2
7
55
5.9
1
556.5
8
556.6
3
554.6
8
55
2.7
4
55
2.4
0
PROPOSED
7’ X 7’ BOX CULVERT
FL 546.04
EN
TR
AN
CE
- R
SN
BP
DR
2
26.0
’
2865+00 2870+00
STA = 2861+00.00
EL = 561.38’
(-)0.5252 %
L = 400.00’
K = 197
ex = 1.01’
VP
T 2
863+
00.0
0 E
L. =
560.3
3’
56
1.1
1
560.3
3
55
9.8
1
559.2
8
558.7
5
558.2
3
55
7.7
0
557.1
8
556.6
5
556.1
3
55
5.6
0
555.0
8
56
6.8
4
564.2
6
56
3.3
7
56
2.0
0
560.7
6
56
0.2
1
557.6
5
558.5
2
56
0.0
1
55
3.8
4
553.7
5
55
2.1
7
55
1.0
7
55
0.1
7
55
0.1
0
550.5
2
550.4
8
54
9.6
7
550.6
5
550.9
6
547.2
6
545.4
2
54
4.6
4
25.1
’
DA
RT
(CO
TT
ON
BE
LT
) R
R
EN
TR
AN
CE
- D
WM
35
SM
97
EN
TR
AN
CE
- D
SM
21S
M97
2840+00 2845+00 2850+00 2855+00 2860+00
STA = 2846+00.00
EL = 599.71’
(+)2.5366 %(-)2.5551 %
L = 1,300.00’
K = 255
ex = -8.27’
(-)2.5551 %
VP
T 2
838+
75.0
0 E
L. =
581.3
2’
VP
C 2
839+
50.0
0 E
L. =
583.2
2’
VP
T 2
852+
50.0
0 E
L. =
583.1
0’
VP
C 2
859+
00.0
0 E
L. =
566.4
9’
581.9
5
58
4.4
4
586.5
8
58
8.3
4
58
9.7
0
59
0.6
7
591.2
5
591.4
3
591.2
3
590.6
3
58
9.6
4
588.2
6
586.4
9
584.3
3
581.8
2
57
9.2
7
57
6.7
1
574.1
6
57
1.6
0
569.0
5
566.4
9
564.1
9
56
2.4
0
572.6
8
57
2.2
4
571.7
5
571.2
8
570.8
6
570.4
3
570.0
2
569.4
3
568.9
8
56
8.4
4
568.0
3
56
7.5
4
567.1
9
56
6.6
1
566.1
2
566.0
3
566.5
2
567.3
2
568.4
8
568.9
8
569.9
3
570.5
9
571.3
2
57
0.7
1
558.6
8
55
8.6
1
56
1.4
0
573.2
8
573.5
5
57
4.0
1
57
8.7
1
583.5
8
604.1
2
591.8
8
58
0.2
0
582.8
9
576.3
8
585.9
3
585.3
6
582.4
2
580.2
6
57
9.1
7
577.7
2
577.4
5
57
6.6
7
57
7.1
1
57
6.6
1
57
5.7
4
575.5
6
575.6
3
57
5.7
0
574.8
8
573.9
5
573.2
3
572.5
3
571.3
2
570.2
9
56
9.4
7
568.3
8
56
7.0
0
56
5.7
0
563.1
2
561.2
3
559.2
8
556.7
6
555.8
6
55
4.4
7
55
3.7
7
55
3.4
0
55
2.5
1
551.3
9
550.5
2
549.6
8
548.6
9
54
8.2
0
547.4
9
546.5
8
545.0
6
54
3.6
0
54
2.1
4
540.6
9
539.3
5
53
7.8
7
54
0.3
1
54
2.0
4
543.2
6
54
4.6
1
545.8
6
546.9
5
54
7.9
1
54
8.5
4
548.9
5
54
9.3
1
550.4
5
55
2.0
1
554.9
3
55
6.6
4
55
6.2
7
55
6.8
0
55
7.8
4
CL 114ML1
EXISTING GROUND
PROPOSED GRADE
PROPOSED GRADE
EXISTING GROUND
CONTROL LINEME14MS14
DA
RT
(CO
TT
ON
BE
LT
) R
R
23.0
’
16.5
’
20.5
’
22.1
’ 19.6
’
CONTROL LINE DSM97SG14
CONTROL LINE DSM97SM14
19.0
’
CONTROL LINE DNG14SM97
CONTROL LINE DNM14SM97
17.6
’
20.8
’
CONTROL LINEDNM14NM21
EX
IT
- D
NM
97
WM
14
EX
IT
- D
NM
97
NM
21
EN
TR
AN
CE
- D
EM
14N
M97
EX
IT
- D
NM
97
SM
14
EB EXIT DIRECT CONNECTOR 97ML1
SPLINE GRADE ALONG 635ML2
CONTROL LINEMN14WM14
CONTROL LINE
DNM97WM14
572.6
8
STA = 486+75.00
EL = 569.30’
(-)0.5000 % (+)4
.0000 %
L = 450.00’
K = 100
ex = 2.53’
STA = 493+33.90
EL = 595.66’
(+)4
.0000 %
(-)1.2214 %
L = 450.00’
K = 86
ex = -2.94’
STA = 501+00.00
EL = 586.30’
(-)1.2214 % (+)1.5416 %
L = 600.00’
K = 217
ex = 2.07’
STA = 507+50.00
EL = 596.32’
(+)1.5416 % (+)0.7475 %
L = 400.00’
K = 504
ex = -0.40’
STA = 521+00.00
EL = 606.41’
(+)0.7475 % (-)0.5246 %
L = 500.00’
K = 393
ex = -0.80’
STA = 542+50.00
EL = 595.13’
(-)0.5246 % (-)3.5420 %
L = 750.00’
K = 249
ex = -2.83’
STA = 556+00.00
EL = 547.31’
(-)3.5420 %(+)0.4673 %
L = 900.00’
K = 224
ex = 4.51’
(+)0.4673 % (+)0.5183 %
56
0.6
4
VP
C 4
84+
50.0
0 E
L. =
570.4
3’
VP
T 4
89
+0
0.0
0 E
L.
= 5
78
.30
’
VP
C 4
91+
08.9
0 E
L. =
586.6
6’
VP
T 4
95
+5
8.9
0 E
L.
= 5
92
.91
’
VP
C 5
05+
50.0
0 E
L. =
593.2
4’
VP
T 5
09
+5
0.0
0 E
L.
= 5
97
.82
’
VP
C 5
38+
75.0
0 E
L. =
597.1
0’
VP
T 5
46
+2
5.0
0 E
L.
= 5
81
.85
’
VP
C 5
51+
50.0
0 E
L. =
563.2
5’
VP
T 5
60
+5
0.0
0 E
L.
= 5
49
.42
’
480+00 485+00 490+00 495+00 500+00 505+00 510+00 515+00 520+00 525+00 530+00 535+00 540+00 545+00 550+00 555+00 560+00 565+00 570+00 575+00
530
540
550
560
570
580
590
600
610
572.6
8
572.1
8
571.6
8
571.1
8
570.6
8
57
0.3
0
57
0.8
0
57
2.3
0
57
4.8
0
57
8.3
0
58
2.3
0
58
6.3
0
589.8
2
592.1
8
593.3
9
593.4
3
59
2.4
1
591.1
9
589.9
6
58
8.9
7
58
8.4
4
58
8.3
7
588.7
6
58
9.6
1
590.9
2
59
2.4
7
593.9
8
595.3
3
59
6.4
7
597.4
2
598.1
9
59
8.9
4
599.6
8
600.4
3
601.1
8
601.9
3
60
2.6
7
603.4
2
60
4.1
7
604.8
8
605.3
8
605.6
2
60
5.6
0
605.3
3
60
4.8
4
60
4.3
1
603.7
9
603.2
6
60
2.7
4
60
2.2
1
601.6
9
601.1
6
60
0.6
4
600.1
2
599.5
9
59
9.0
7
59
8.5
4
598.0
2
597.4
9
596.9
6
596.1
3
59
4.9
0
59
3.2
7
59
1.2
4
58
8.8
0
585.9
6
582.7
2
579.1
9
575.6
5
57
2.1
1
56
8.5
7
565.0
2
56
1.5
4
55
8.4
4
555.7
9
553.5
9
551.8
3
55
0.5
1
54
9.6
4
549.2
2
54
9.2
4
549.6
5
550.1
2
550.5
9
551.0
5
551.5
2
551.9
9
552.4
5
552.9
2
553.3
9
553.8
6
554.3
2
554.7
9
555.2
6
555.7
3
55
6.3
0
557.3
3
558.4
5
559.5
5
56
0.6
1
VP
C 4
98+
00.0
0
EL
. =
58
9.9
6’
VP
T 5
04
+0
0.0
0
EL
. =
59
0.9
2’ V
PT
52
3+
50
.00
EL
. =
60
5.1
0’
19.1
’
19.8
’
550
530
540
560
570
580
590
600
610
SPUR 97 NORTH
(97ML1)
PROPOSED
3 - 7’ x 5’ BOX CULVERTS
FL 555.38
VP
C 5
18+
50.0
0
EL
. =
60
4.5
4’
EN
TR
AN
CE
- F
RN
97
CL CSAIR
18.0
’
CL MGV21
PROPOSED GRADE
EXISTING GROUND
18.1
’
17.9
’
CONTROLLINE97ML2
17.7
’
16.5
’
CONTROL LINE
2499ML2
CONTROLLINE635ML2
CO
NT
RO
L L
INE
FR
W1
14
2
CO
NT
RO
L L
INE
FR
GV
N2
1
590
580
570
560
550
540
530
520
510
590
580
570
560
550
540
530
520
510
BASS PRO DRIVE(CSBPDR)
BEGIN BASS PRO PGL
STA 94+00
ELEV 559.50
MATCH EXIST. PVMT
110+00 115+00 120+00100+00 110+00 115+00 120+00
559.5
2
561.4
9
563.1
5
563.7
2
56
4.2
1
564.7
2
56
5.3
7
56
6.4
0
568.2
2
570.6
5
57
2.8
0
57
3.6
0
57
3.5
4
57
1.5
7
56
9.3
0
56
6.8
0
56
4.6
0
56
2.7
0
56
1.0
7
56
1.6
1
564.2
8
568.2
5
55
3.3
4
553.6
5
55
2.1
7
556.5
6
570.3
3
56
5.6
0
56
0.1
0
55
3.9
0
125+00 130+00 135+00125+00 130+00 135+00
55
0.0
4
54
6.8
7
544.0
3
54
0.0
1
53
6.2
4
531.1
6
52
9.0
1
527.8
6
53
0.0
0
53
0.3
4
530.7
6
531.6
5
STA = 94+33.66
EL = 560.20’
(+)2.0193 %(+)2.0193 %
55
9.5
0
STA = 95+75.00
EL = 563.06’
(+)2.0193 %(+)0.5068 %
L = 200.00’
K = 132
ex = -0.38’
STA = 100+75.00
EL = 565.59’
(+)0.5068 % (+)2.1532 %
L = 300.00’
K = 182
ex = 0.62’
STA = 105+50.00
EL = 575.82’
(+)2.1532 % (-)2.4709 %
L = 350.00’
K = 76
ex = -2.02’
STA = 112+25.00
EL = 559.14’
(-)2.4709 % (+)5
.5021 %
L = 350.00’
K = 44
ex = 3.49’
STA = 117+50.00
EL = 588.03’
(+)5
.5021 %
(-)5.6788 %
L = 450.00’
K = 40
ex = -6.29’
STA = 123+00.00
EL = 556.79’
(-)5.6788 %
(-)4.4660 %
L = 300.00’
K = 247
ex = 0.45’
STA = 127+25.00
EL = 537.81’
(-)4.4660 %(-)0.4160 %
L = 200.00’
K = 49
ex = 1.01’
537.3
3
VP
C 9
4+
75.0
0 E
L. =
561.0
4’
VP
T 9
6+
75.0
0 E
L. =
563.5
6’
VP
C 9
9+
25.0
0 E
L. =
564.8
3’
VP
T 1
02
+2
5.0
0 E
L.
= 5
68
.82
’
VP
C 1
10+
50.0
0 E
L. =
563.4
6’
VP
T 1
14
+0
0.0
0 E
L.
= 5
68
.77
’
VP
C 1
15+
25.0
0 E
L. =
575.6
5’
VP
T 1
19
+7
5.0
0 E
L.
= 5
75
.25
’
VP
C 1
21+
50.0
0 E
L. =
565.3
1’
VP
T 1
24
+5
0.0
0 E
L.
= 5
50
.09
’
VP
C 1
26+
25.0
0 E
L. =
542.2
8’
VP
T 1
28
+2
5.0
0 E
L.
= 5
37
.40
’
95+00 100+00 105+00 110+00 115+00 120+00 125+00
559.5
2
561.5
2
56
2.9
7
563.6
9
56
4.2
0
56
4.7
0
565.3
6
566.5
6
56
8.3
0
57
0.4
4
572.5
5
57
3.7
1
573.5
5
57
2.0
7
56
9.6
4
56
7.1
7
56
4.7
0
56
2.5
1
562.3
2
56
4.4
1
56
8.7
7
57
4.2
7
57
9.0
7
58
1.4
7
581.3
8
57
8.8
1
573.8
3
568.1
5
562.5
2
557.2
5
552.3
8
547.8
6
543.3
9
53
9.5
0
537.5
6
VP
C 1
03+
75.0
0
EL
. =
57
2.0
5’
VP
T 1
07
+2
5.0
0
EL
. =
57
1.4
9’
END BASS PRO PGL
STA 128+40.80
ELEV 537.33
MATCH EXIST. PVMT
BY OTHERS
CL 2499ML1
EXISTING GROUND
PROPOSED GRADE
54
4.8
0
546.3
2
54
6.8
7
545.5
2
54
2.3
7
53
8.3
4
536.9
3
536.4
6
535.0
2
532.9
3
531.3
6
53
0.6
4
530.1
6
529.6
6
17.4
’
100+00 105+00 110+00
550
540
530
520
510
500
490
480
CO
NT
RO
L L
INE
FR
N2499
CO
NT
RO
L L
INE
FR
S2
49
9
550
540
530
520
510
500
490
480
END CSSTARS PGL
STA 109+10.00
ELEV 532.69
MATCH EXIST. PVMT
BEGIN CSSTARS PGL
STA 104+12.26
ELEV 541.85
MATCH EXIST. PVMT
541.8
5
STA = 105+25.00
EL = 536.76’
(-)4.5148 %(+)0.6854 %
L = 225.00’
K = 43
ex = 1.46’
STA = 107+00.00
EL = 537.96’
(+)0.6854 % (-)2.6322 %
L = 100.00’
K = 30
ex = -0.41’
STA = 108+50.00
EL = 534.01’
(-)2.6322 %(-)2.1903 %
L = 100.00’
K = 226
ex = 0.06’
532.6
9
53
8.7
7
537.4
3
53
7.5
4
535.3
2
53
2.9
1
VP
C 1
04+
12.5
0
EL
. =
54
1.8
4’
VP
T 1
06
+3
7.5
0
EL
. =
53
7.5
3’
VP
C 1
08+
00.0
0
EL
. =
53
5.3
2’
VP
T 1
09
+0
0.0
0
EL
. =
53
2.9
1’
VP
C 1
06+
50.0
0
EL
. =
53
7.6
1’
VP
T 1
07
+5
0.0
0
EL
. =
53
6.6
4’
STARS & STRIPES(CSSTARS)
CL 2499ML1
EXISTING GROUND
PROPOSED GRADE
548.3
6
548.9
5
547.6
9
54
4.3
7
54
2.9
7
542.1
6
54
2.5
1
54
1.6
4
53
9.4
7
537.7
9
53
4.8
4
53
3.2
0
53
1.1
0
530.1
3
529.3
6
105+00 110+00
19.5
’
500
510
520
530
540
550
CO
NT
RO
L L
INE
FR
S2
49
9
CO
NT
RO
L L
INE
FR
N2499
GRAPEVINE MILLS PARKWAY
(CSGVMIL)
500
510
520
530
540
550
54
2.9
7
BEGIN CSGVMIL PGL
STA 104+00.00
ELEV 542.97
MATCH EXIST. PVMT
END CSGVMIL PGL
STA 110+47.56
ELEV 533.57
MATCH EXIST. PVMT
54
2.9
7
STA = 105+00.00
EL = 541.51’
(-)1.4663 % (+)0.6942 %
L = 100.00’
K = 46
ex = 0.27’
STA = 107+50.00
EL = 543.24’
(+)0.6942 % (-)3.5281 %
L = 275.00’
K = 65
ex = -1.45’
STA = 109+50.00
EL = 536.19’
(-)3.5281 %(-)2.6836 %
L = 100.00’
K = 118
ex = 0.11’
53
3.5
7VP
C 1
04+
50.0
0 E
L. =
542.2
4’
VP
T 1
05
+5
0.0
1 E
L.
= 5
41
.85
’
VP
C 1
09+
00.0
0 E
L. =
537.9
5’
VP
T 1
10
+0
0.0
0 E
L.
= 5
34
.84
’
54
2.9
7
541.7
8
54
2.2
0
54
2.3
1
540.8
9
537.9
5
53
4.8
4
VP
C 1
06+
12.5
0
EL
. =
54
2.2
9’
VP
T 1
08
+8
7.5
0
EL
. =
53
8.3
9’
0+00 5+00 10+00
560.8
2
561.8
5
565.9
5
57
0.4
1
55
5.5
7
552.7
6
55
1.8
1
55
4.9
7
57
3.4
1
569.1
8
560.7
2
553.4
2
547.5
8
545.4
8
CL MGV21561.0
3
STA = 0+88.63
EL = 562.64’
(+)2.0906 %
STA = 1+50.00
EL = 563.87’
(+)2.0000 %(+
)5.9
624 %
L = 100.00’
K = 25
ex = 0.50’
STA = 5+50.00
EL = 587.72’(+)5
.9624 %
(-)6.1
096 %
L = 450.00’
K = 37
ex = -6.79’
STA = 11+50.00
EL = 551.06’
(-)6.1
096 %
(-)2.0000 %
L = 100.00’
K = 24
ex = 0.51’
STA = 12+07.47
EL = 549.91’
(-)2.6426 %
54
7.3
0
0+00 5+00 10+00
561.0
3
56
2.8
7
566.8
5
57
2.8
1
578.0
2
580.6
3
580.5
5
57
7.8
0
57
2.4
4
566.3
3
560.2
2
55
4.1
1
550.0
6
54
7.6
0
VP
C 1
+00.0
0
EL
. =
56
2.8
7’
VP
T 2
+0
0.0
0
EL
. =
56
6.8
5’
VP
C 1
1+
00.0
0
EL
. =
55
4.1
1’
VP
T 1
2+
00
.00
EL
. =
55
0.0
6’
VP
C 3
+2
5.0
0
EL
. =
57
4.3
0’
VP
T 7
+7
5.0
0
EL
. =
57
3.9
7’
CONTROLLINE2499ML2CONTROL
LINE97ML2
20.1
’
20.4
’
18.0
’
17.7
’
CONTROLLINE635ML2
590
580
570
560
550
540
530
590
580
570
560
550
540
530
BASS PRO DRIVE NORTH U-TURN
(UTRNBPN)
0+00 5+00 10+00
560.9
9
560.5
2
559.1
5
55
7.7
4
55
2.5
7
553.0
6
55
3.4
1
554.5
8
55
2.7
0
552.4
5
55
1.1
7
550.2
6
54
8.4
7
546.8
5
CL MGV21
56
2.5
1
STA = 1+08.24
EL = 563.22’
(+)2.0631 %
STA = 1+75.00
EL = 564.56’
(+)2.0000 %(+
)5.5
748 %
L = 100.00’
K = 28
ex = 0.45’
STA = 5+75.00
EL = 586.85’
(+)5
.5748 %
(-)5.8
282 %
L = 450.00’
K = 39
ex = -6.41’
STA = 11+75.00
EL = 551.88’
(-)5.8
282 %
(-)2.0000 %
L = 80.00’
K = 21
ex = 0.38’
STA = 12+20.74
EL = 550.97’
(-)2.4050 %
54
9.3
0
0+00 5+00 10+00
56
2.5
1
563.0
5
566.0
6
571.5
2
576.7
8
579.8
2
580.3
3
57
8.3
0
57
3.7
4
56
7.9
1
562.0
8
556.2
6
55
1.4
4
549.4
6
VP
C 1
+25.0
0
EL
. =
56
3.5
6’
VP
T 2
+2
5.0
0
EL
. =
56
7.3
4’
VP
C 3
+50.0
0
EL
. =
57
4.3
1’
VP
T 8
+0
0.0
0
EL
. =
57
3.7
4’
VP
C 1
1+
35.0
0
EL
. =
55
4.2
2’
VP
T 1
2+
15
.00
EL
. =
55
1.0
8’
18.1
’
18.0
’
CONTROLLINE97ML2 1
6.5
’
CONTROLLINE2499ML2
CONTROLLINE635ML2
17.0
’
590
580
570
560
550
540
530
590
580
570
560
550
540
530
BASS PRO DRIVE SOUTH U-TURN
(UTRNBPS)
CL CSGVMIL
C
EXISTING GROUND
PROPOSED GRADE
480
490
500
510
520
530
540
550
509.7
4
515.5
2
52
0.0
3
52
4.1
2
52
7.9
8
531.4
7
53
5.2
6
537.4
2
53
9.8
5
54
1.6
6
541.2
7
541.5
2
542.0
3
542.6
7
542.6
7
542.1
0
54
0.7
6
539.6
5
538.6
1
537.6
2
53
6.5
9
536.6
1
53
6.4
6
535.9
5
535.0
8
535.8
3
53
5.5
5
C
L CSSTARS
19
.5’
17
.4’
C
520
480
490
500
510
530
540
550
L 2499ML1
STA 4046+69.82 (0.00’ RT) =
CONTROL LINE 97ML2
STA 2945+97.40 (30.00’ RT)
EL = 531.38 =
CONTROL LINE 2499ML2
STA 4945+51.97 (30.00’ LT)
EL = 531.38L 2499ML1
STA 4019+99.70 (0.00’ RT) =
CONTROL LINE 2499ML3
STA 2020+04.22 (6.00’ LT)
EL = 496.95 =
CONTROL LINE 2499ML4
STA 3019+94.22 (6.00’ RT)
EL = 496.95
FM 2499
MAINLANES(2499ML1)
497.0
7
STA = 4029+00.00
EL = 516.54’
(+)2.1627 %(-)0.7021 %
L = 500.00’
K = 175
ex = -1.79’STA = 4040+50.00
EL = 508.47’
(-)0.7021 % (+)4
.0000 %
L = 550.00’
K = 117
ex = 3.23’
STA = 4045+00.00
EL = 526.47’
(+)4
.0000 %
(+)3.2454 %
L = 200.00’
K = 265
ex = -0.19’
531.9
8
4020+00 4025+00 4030+00 4035+00 4040+00 4045+00
49
7.0
8
499.2
4
501.4
0
50
3.5
6
50
5.7
3
50
7.8
9
51
0.0
5
512.1
4
513.7
3
514.7
5
51
5.1
9
51
5.0
6
51
4.4
3
513.7
3
513.0
3
512.3
3
51
1.6
3
51
0.9
2
51
0.2
5
51
0.1
9
510.9
8
512.6
3
51
5.1
3
51
8.4
9
522.4
7
526.2
8
529.7
1
VP
C 4
04
4+
00
.00
EL
. =
522.4
7’
VP
T 4
04
6+
00
.00
EL
. =
529.7
1’
VP
T 4
04
3+
25
.00
EL
. =
519.4
7’
VP
C 4
03
7+
75
.00
EL
. =
510.4
0’
VP
T 4
03
1+
50
.00
EL
. =
514.7
9’
VP
C 4
02
6+
50
.00
EL
. =
511.1
3’
PR
OP
OS
ED
R.O
.W.
EX
IS
TIN
G R
.O.W
.E
XIS
TIN
G R
.O.W
.
95+
00
100+
00
105+
00
XX-#
ALIGNMENT
PROPOSED R.O.W.
EXISTING R.O.W.
DENIAL OF ACCESS
BENTS/ABUTMENTS
PROPOSED MAINLANES
PROPOSED MANAGED LANES
PROPOSED RAMPS, DIRECT CONNECTORS
COLLECTOR DISTRIBUTORS
PROPOSED FRONTAGE ROADS
PROPOSED SHOULDERS / GORES
PROPOSED CROSS STREETS / U-TURNS
PROPOSED STRUCTURES
PROPOSED CONSTRUCTION BY OTHERS
EXISTING STREETS REMAINING
PROPOSED RETAINING WALL
DIRECTION OF TRAFFIC, ONE LANE
DISPLACED BUILDING
CURVE DATA LABEL XX-#
ALIGNMENT
PROPOSED R.O.W.
EXISTING R.O.W.
DENIAL OF ACCESS
BENTS/ABUTMENTS
PROPOSED MAINLANES
PROPOSED MANAGED LANES
PROPOSED RAMPS, DIRECT CONNECTORS
COLLECTOR DISTRIBUTORS
PROPOSED FRONTAGE ROADS
PROPOSED SHOULDERS / GORES
PROPOSED CROSS STREETS / U-TURNS
PROPOSED STRUCTURES
PROPOSED CONSTRUCTION BY OTHERS
EXISTING STREETS REMAINING
PROPOSED RETAINING WALL
DIRECTION OF TRAFFIC, ONE LANE
DISPLACED BUILDING
CURVE DATA LABEL
Cozymels
Bass Pro Shop
D/FW Airport
D/FW Airport
D/FW Airport
D/FW Airport
Fairfield Inn & Suites
D/FW Airport
Fellowship Bible Church
Shell Gas
D/FW Airport
DA
RT
(CO
TT
ON
BE
LT
) RA
IL L
INE
IH
635
SH
26 Chick-
Fil-A
FedEx
Kinko’s
Care
Now
Love and
War in
Texas
DiscountTire Co.
Golden
Corral
Chuck E.Cheese’s
Ashley
FurnitureHomestore
Rooms
to Go
Mattress FirmSubway
Cracker Barrel
COTTONWOOD BRANCH
TARRANT COUNTY
DALLAS COUNTY
Fuddruckers
PROPOSED 8-8’ X 7’ BOX CULVERTS
PROPOSED 7’ X 7’ BOX CULVERT
PROPOSED 18" RCP CULVERT EXTENSION
PROPOSED 8’ X 4’ BOX CULVERT
PROPOSED 2-7’ X 6’ BOX CULVERTS
PROPOSED 5-5’ X 2’ BOX CULVERTS
Roll 4 of 5Roll 4 of 5
Embassy Suites
ENCHANTED WAY
GE
NE
SIS
WA
Y
FELL
O
WS
HIP
WA
Y
NO
RT
HPO
INT
DR
Hampton Inn & Suites
LA Fitness
Cartridge World
LA-Z-BOY
Shell Gas Sonic
Jack in the Box
Marquis Apartments
Mustang Apartments
Chair King
Saltwater Willy’s
Ritzy’s
Bennigans
Steak & Shake
Whataburger
Residence Inn Marriott
BA
SS
PR
O D
R
END CONSTRUCTION STA 109+10.00
TIE TO EXISTING PVMT.
BEGIN FRS2499 CONST.
STA 543+96.47
MATCH EXISTING PVMT.
NO
RT
H A
IR
FIE
LD
DR
.
SH
26
BASS PRO DR.
MATCHLINE 105+00
BASS PRO DR.
MATCHLINE 105+00
BEGIN BASS PRO DR CONST.
STA 94+00
MATCH EXIST. PVMT
BEGIN CONSTRUCTION STA 104+12.26
TIE TO EXISTING PVMT.
END 121FS3
CONSTRUCTION STA 4946+31.19
MATCH PVMT. BY OTHERS
BEGIN 121FS3
CONSTRUCTION STA 4936+39.25
MATCH EXISTING
Texas Indoor Golf
FellowshipBible Church
Starbucks
Conoco Gas
UptownSalon SuitesTimeless Spa
Aladdin Cleaner
Houghton PropertiesStorage
GR
AP
EV
INE
MIL
LS
BL
VD
.
STA
RS &
STRIP
ES W
AY
INTERNATIONAL PKWY (SPUR 97)
SH 121
SEE ROLL #5 FOR
IH 635 PLAN AND PROFILE
BA
SS
PR
O D
RB
ET
HE
L R
D
GR
AP
EV
INE
MIL
LS
BL
VD
.
SEE ROLL #3 FOR
SH 114 PLAN AND PROFILE
AND INTERCHANGE PLAN
SEE ROLL #3 FOR
SH 114 PLAN AND PROFILE
END CONSTRUCTION STA 128+44.90
TIE TO EXISTING PVMT.
PROPOSED 6’ X 5’ BOX CULVERT
PROPOSED 2-6’ X 6’ BOX CULVERTS
END CONSTRUCTION STA 110+47.56
TIE TO PVMT. BY OTHERS
END PROJECT
END CONSTRUCTION
STA. 1951+50
END CSJ: 0364-01-115
TIE TO PVMT. BY OTHERS
CSJ: 0364-01-072
END FRGVN21
CONSTRUCTION STA 2952+52.94
MATH PVMT. BY OTHERS
BEGIN EB CONSTRUCTION STA 104+00
TIE TO EXISTING PVMT.
END SB CONSTRUCTION
STA 2499ML4 2997+70.80
TIE TO EXISTING PVMT.
END NB CONSTRUCTION
STA 2499ML3 1999+23.63
TIE TO EXISTING PVMT.
PROPOSED FUTURE RAMPBY OTHERS
STA. 1851+33
END CSJ: 0364-01-113
BEGIN CSJ: 0364-01-115
12’12’12’
2’ 2’
2%
2’ 2’
0’-12’
VARIES
12’ 12’
2%
6:1
TYP
CL
12’ 12’
PGL
2’
2%
2’
25’
USUAL
12’12’
2’
2%
2’
12’12’18.5’ 6.5’
12’ 12’ 12’12’
2’2’
2%
2’
12’12’12’
2%
2’
25’
USUAL
18.5’6.5’
12’ 12’ 12’
2’2’
2%
2’
6:1
TYP
6:1
TYP
12’12’
2%
2’
PROPOSED - GRAPEVINE MILLS BLVD
STA 104+00 TO STA 105+00
PROPOSED - GRAPEVINE MILLS BLVD
STA 109+00TO STA 110+47.56
PROPOSED - STARS & STRIPES WAY
STA 104+12.26 TO STA 105+00
8’
USUAL
12’12’12’
2’ 2’
2%
2’
6:1
TYP
6:1
TYP
12’ 12’
2%
2’
8’
USUAL
PROPOSED - STARS & STRIPES WAY
STA 109+00 TO STA 109+10
12’ 12’
2’
2%
12’
2’
24’ 16’
USUAL
L
CL UTURN
2%
12’ 12’ 12’
PROPOSED - STARS & STRIPES WAY
OVER FM 2499
2%
PGL
0’-12’
VARIES
0’-12’
VARIES
0’-16’
VARIES
5’
6:1
TYP
5’
6:1
TYP
12’ 0’-12’
VARIES
5’
6:1
TYP
5’
C
LC
LC
LC
5’
6:1
TYP
5’
6:1
TYP
5’ 5’
CL
12’ 12’12’
2% 2%
PGL
12’
6:1
TYP
6:1
TYP
VARIES
PROPOSED - BASS PRO DR
OVER SH 121
PROPOSED - BASS PRO DR
STA 94+00 TO STA 112+42.24
EXISTING - BASS PRO DR
LC
CL
12’12’
2%
PGL
12’ 12’
6:1
TYP
2% 6:1
TYP
EXISTING - STARS & STRIPES WAY
12’4’
CL
12’12’
2%
PGL
12’ 12’
6:1
TYP
2% 6:1
TYP
EXISTING - GRAPEVINE MILLS
12’12’12’VARIES
12’12’ 12’ 12’ 12’12’
PGL
2% 2%
20’
2’ 2’
6’20’
2’2’
6’ 8’
USUAL
CL
PGL
12’ 12’
1.5% 1.5%
PR
OP
OS
ED
R.O
.W.
160’ USUAL (VARIES) RIGHT OF WAY
PR
OP
OS
ED
R.O
.W.
EX
IS
TIN
G R
.O.W
. 70’ USUAL (VARIES) RIGHT OF WAY
EX
IS
TIN
G R
.O.W
.
PR
OP
OS
ED
R.O
.W.
172’ USUAL (VARIES) RIGHT OF WAY
PR
OP
OS
ED
R.O
.W.
EX
IS
TIN
G R
.O.W
.
172’ USUAL (VARIES) RIGHT OF WAY
EX
IS
TIN
G R
.O.W
.
EX
IS
TIN
G R
.O.W
.
120’ USUAL (VARIES) RIGHT OF WAY
EX
IS
TIN
G R
.O.W
.
120’ USUAL (VARIES) RIGHT OF WAY
EX
IS
TIN
G R
.O.W
.
EX
IS
TIN
G R
.O.W
.
2’
EX
IS
TIN
G R
.O.W
.
120’ USUAL (VARIES) RIGHT OF WAY
EX
IS
TIN
G R
.O.W
.
1.5%
1.5%
1.5% 1.5%
1.5%
1.5%
1.5%
1.5%
1.5%
1.5%
1.5%
PGL
8’
2’12’ 12’ 12’12’
PGL
2’
2% 2%
2’2’
12’12’12’
2’ 2’
24’16’
USUAL
CL UTURN
PGL
2%
13’
USUAL
PROPOSED - GRAPEVINE MILLS BLVD
OVER FM 2499
LC
12’
2’
5’
12’
8’
2’ 2’
8’
STA 1847+00
STA 1864+00
STA 689+00
STA 699+50
STA 1875+00
STA 4894+00
STA 4909+50
STA 1918+25
STA 4934+50
STA 1935+50
STA 631+50
STA 2912+50
STA 1886+50
STA 2887+00
S36
S44S34
S35
S43
S45
S46
S48
S49
S50
S53
S54
S55
S56
S57
2848+50
STA 967+00
STA 1848+00
S50ASTA 4008+00
S52
STA 3884+50
STA 1892+00 S47
S54ASTA 1910+00
S57A
OSBCOSS
OSB
OSB
OSB
COSS
OSB
OSB
OSB
OSB
OSB
OSB
OSB
OSB
OSB
OSB
OSB
OSB
OSB
S58A
STA 37+00
EXIT ONLY
F.M.
2499
NO RTH
Grapevine Mills Pkwy
Bass Pro Dr
Bethel Rd
EXIT ONLY
NO RTH
F.M.
2499
Grapevine Mills Pkwy
EXIT ONLY
Bass Pro Dr
Bethel Rd
EXIT ONLY NO RTH
TEXAS
121
Coppell
Lewisville
NO RTH
F.M.
2499
Grapevine Mills Pkwy
EXIT ONLY
Grapevine Mills Blvd
Sandy Lake Rd
EXIT ‰ MILE
Grapevine Mills Blvd
Sandy Lake Rd
SO UTH W EST
TEXAS
121TEXAS
114
Ft Worth
BUSIN ESS
TEXAS
26TEXAS
114
Texan Trail
NO RTH
NO RTH BUSIN ESS
TEXAS
26TEXAS
114
Texan Trail
EXIT 1 MILE
SO UTH W EST
TEXAS
121TEXAS
114
Ft Worth
EAST
TEXAS
114SPUR
97
D/FW Airport
Dallas
EXIT ONLY
SO UTH W EST
TEXAS
121TEXAS
114
Ft Worth
D/FW Airport
Dallas
TEXAS
114
EAST
SPUR
97
COSS
EXIT ONLY
D/FW Airport
Dallas
EAST
TEXAS
114SPUR
97
SO UTH W EST
TEXAS
121TEXAS
114
Ft Worth
EAST
TEXAS
114SPUR
97
D/FW Airport
Dallas
INTERSTATE
635
EAST
STA 2930+00
S54B
OSB
SO UTH W EST
TEXAS
121TEXAS
114
Ft Worth
EAST
TEXAS
114SPUR
97
D/FW Airport
Dallas
INTERSTATE
635
EAST
INTERSTATE
635
EASTBethel Rd
Bass Pro Dr
SO UTH W EST
TEXAS
121TEXAS
114
Ft Worth
EAST
TEXAS
114SPUR
97
D/FW Airport
Dallas
EXIT 1 MILE
EASTINTERSTATE
635
EXIT ONLY
Bethel Rd
Bass Pro Dr
EXIT ONLY
EAST
TEXAS
114SPUR
97
D/FW Airport
Dallas
SO UTH W EST
TEXAS
121TEXAS
114
Ft Worth
SO UTH W EST
TEXAS
121TEXAS
114
Ft Worth
EAST
TEXAS
114SPUR
97
D/FW Airport
Dallas
SO UTH W EST
TEXAS
121TEXAS
114
Ft Worth
EAST
TEXAS
114SPUR
97
D/FW Airport
Dallas
NO RTH
TEXAS
121
EXIT ONLY
Flower MoundN EXT LEFT
STA 4902+00 S46A
EXIT ONLY
NO RTH
TEXAS
121
Stars & Stripes
Way
S57B
SO UTH W EST
TEXAS
121TEXAS
114
Ft Worth
Texan Trail
EXIT … MILES
TEXAS
114
BUSIN ESS
STA 1855+00
COSS
EXIT ONLY
Grapevine Mills Pkwy
NO RTH NO RTH
F.M.
2499TEXAS
121
NO RTH
F.M.
2499
Grapevine Mills Pkwy
NO RTH
F.M.
2499
Grapevine Mills Pkwy
NO RTH
F.M.
2499
Grapevine Mills Pkwy
COSS
Grapevine Mills Blvd
Stars & Stripes Way
PAY BY
"HOV / TO LL LA N E
EAST
114
Dallas
EAST
TEXAS
114
Dallas
SPUR
97
D/FW Airport
STA 2830+50 S58
OSB
PAY BY
"HOV / TO LL LA N E
EAST
114
Dallas
EAST
TEXAS
114
Dallas
PAY BY
"HOV / TO LL LA N E
EAST
114
Dallas
EAST
TEXAS
114
Dallas
Flower MoundSECO N D RIG HT
SO UTH EAST
TEXAS
121TEXAS
114
INTERSTATE
635
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