NORTH
F.
M.
SOUTH
F
.
M.
1
6
2
6
FREEW AY EN DS
7
2
5
1
6
2
6
SIG NA L A H EA D
710
725
7
0
5
72
5
715
0
3
7
7
2
0
71
5
FM
26
16
0
2
7
725
725
730
CL45WB01
730
CL45WB01
725
725
2
215+00
71
5
210+00
740
725
725
730
7
2
0
205+00
730
5
0
7
0
68
7357
35
730
200+00
725
725
45_1626_NW
725
725
7
7
1
1
0
0
720
5
2
7
0
2
7
5
71
72
5
45_1626_SW
7
0
0
705
0
70
710
7
0 05
5
7
GE
AR
N
CH
IO
RE
SIT
AN
TR
0
70
7
0
5
0
0
+
700
5
1
2
690
5
67
00
5+
21
1
RETAINING WALL
0
0
7
5
68
69
0
72 25
5
7
720
NE
ZO
NE
ZO
5
69
RETAINING WALL
0
72
7
72
20
0
7
2
0
7
1
0
720
7
2
0
7
2
0
2
2
00
0+
22
00
0+
22
68
0
7
0
0
70
0
6
8
0
5
69
720
705
INTERIM REVIEW
LINE AND SYMBOL LEGEND
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF
12
0+
00
0
100'
INTERIM REVIEW UNDER THE AUTHORITY OF
200'
STRIPING
WADE E. STRONG,PE 61841 ON
CONST
ESMT
740
740
10/30/2014
IT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES.
SCALE IN FEET
73
5
225+00
740
73
5
740
230+
00
PROPOSED
DRAINAGE
1
DRAINAGE AREA BASED
ON AERIAL SURVEY
STRUCTURE
745
FIRM #587
755
740
5
73
WATER
2
0
23
5
0
7
+
00
ALIGNMENT &
QUALITY
POND
225+00
230+00
DIRECTION
ARROWS /
NO. LANES
STATIONING
7
4
5
74
5
73
0
225+00
COLOR LEGEND
2
740
DATE: 10/30/2014
PROPOSE PAVEMENT/
RETAINING WALL
SH 45SW
PRELIMINARY
SCHEMATIC DESIGN
OVERLAYED EXISTING PAVEMENT
73
5
5
73
73
0
PROPOSED BRIDGE STRUCTURE
1
73
0
12
5+
00
10/30/2014
P:\8140403\dlv\planShts\Schematics\EIS PLAN SHEETS\SCHEMATIC SHEET 1.dgn
730
0
71
5
68
SH 45SW
195+00
Y
NT
COU
S
Y
Y
NT
HA
COU
S
I
AV
TR
215+00
5
73
0
1
7
CL45EB01
WAT
ER
QUA
LIT
Y P
OND
19
0+
00
695
2
5
4
7
715
730
210+00
CL45EB01
0
72
710
705
205+00
725
725
740
200+00
725
725
195+00
5
74
1
0
0
+
0
9
1
2
735
2
STA. 217+00
(CL45WB01)
720
725
725
190
+00
725
725
735
715715
725
725
00
0+
21
695
00
0+
21
700
2
2
730
690
45_1626_ES
730
00
5+
18705
45_1626_EN
740
5
68
71
0
7
0
5
4
05
09
76
6
8
5
700
00
5+
20
+00
205
4
PROPOSED SHARED USE PATHS
00
230+
735
225+00
EXISTING
EXISTING ROW
COUNTY LINE
730
CITY LIMIT LINE
EXISTING BRIDGE STRUCTURE
DRAINAGE
ENVIRONMENTAL
SH 45SW
BEGIN TO STA. 217+00
S T UD Y
EASEMENT
FEMA 100 YR. FLOOD ZONE
SHEET1
OF 13
APPENDIX C
Final Environmental Impact Statement
[This page left blank intentionally]
CSJ: 1200-06-004 & 1200-07-001
January 2015
0
0
+
5
1
1
N O RTH
TEXAS
FREEW AY EN DS
Bl
i
s
s Spi
l
l
ar
Rd
7
4
0
M ILE
J
CT 1
MI
L
E
75
0
½
LEFT
F
.
M.
1
6
2
6
0
74
1
626
EXI
T
7
4
0
74
0
735
5
73
740
74
0
73
5
73
5
745
73
0
7
4
5
74
5
730
7
2
5
73
5
5
3
7
730
750
740
+00
2303
7 5
225+00
740
240+00
WATER
QUALIT
Y POND
725
245+00
725
0 50
57
7
0
3
7
72
5
0
3
7
0
73
.
735
7
2
5
720
7
2
5
IL
LA
R
SP
7
2
0
5
72
13
0+
00
BL
IS
S
2
245+00
WATER
QUALIT
Y POND
72
0
0
73
RD
72
5
5
72
730
7
2
0
7
2
5
2
245
7
+
0
3
0
5
240+00
1
1
1
730
735
730
RETAINING WALL
72
0
.
STA
755
745
235+00
235+00
730
73
0
730
740
735
740
740
12
5+
00
740
240+0
0
240+00
735
CL45WB01
73
5
745
730
740
1
72
5
230+00
5
73
750
730
235+00
POND
2
1
745
740
75
5
00
220+
SH 45SW
QUALITY
225+00
73
0
01)
5WB
CL4
(
+00
217
740
5
5
7
755
0
220+0
235
+00
0
23
5
0
+
7
00
74
5
WATER
225+00
7
4
0
730
5
73
2
740
RETAINING WALL
0
5
7
740
230+0
0
740
73
5
7
4
5
5
3
7
7
3
5
225+00
730
0
72
725
5
1
7
715
5
71
INTERIM REVIEW
LINE AND SYMBOL LEGEND
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF
12
0+
00
0
100'
INTERIM REVIEW UNDER THE AUTHORITY OF
200'
STRIPING
WADE E. STRONG,PE 61841 ON
CONST
ESMT
740
740
10/30/2014
IT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES.
SCALE IN FEET
73
5
225+00
740
73
5
740
230+
00
PROPOSED
DRAINAGE
1
DRAINAGE AREA BASED
ON AERIAL SURVEY
STRUCTURE
745
FIRM #587
755
740
5
73
WATER
2
0
23
5
0
7
+
00
ALIGNMENT &
QUALITY
POND
225+00
230+00
DIRECTION
ARROWS /
NO. LANES
STATIONING
7
4
5
74
5
73
0
225+00
COLOR LEGEND
2
740
DATE: 10/30/2014
PROPOSE PAVEMENT/
RETAINING WALL
SH 45SW
PRELIMINARY
SCHEMATIC DESIGN
OVERLAYED EXISTING PAVEMENT
73
5
5
73
73
0
PROPOSED BRIDGE STRUCTURE
1
73
0
12
5+
00
10/30/2014
P:\8140403\dlv\planShts\Schematics\EIS PLAN SHEETS\SCHEMATIC SHEET 2.dgn
0
74
0
73
12
0+
00
740
STA. 248+00 (CL45WB01)
5
73
730
CL45EB01
PROPOSED SHARED USE PATHS
00
230+
735
225+00
EXISTING
EXISTING ROW
COUNTY LINE
730
CITY LIMIT LINE
EXISTING BRIDGE STRUCTURE
DRAINAGE
ENVIRONMENTAL
SH 45SW
STA. 217+00 TO STA. 248+00
S T UD Y
EASEMENT
FEMA 100 YR. FLOOD ZONE
SHEET2
OF 13
APPENDIX C
Final Environmental Impact Statement
[This page left blank intentionally]
CSJ: 1200-06-004 & 1200-07-001
January 2015
76
0
765
760
7 76
6
0 0
755
7
6
0
7
6
0
76
0
7
6
0
760
Bli
ss Spill
ar Rd
EXI
T
½
M ILE
7
6
0
760
745
760
760
755
2
0
76
760
5
75
760
255+
00760
760
74
0
2
765
760
750
755
SH 45SW
760 270+00
265+00
270+00
765
260+00
760
0
275+0
00
275+
75
5
260+00
255+0
0
745
2
755
CL45EB01
760
750
745
250
+00
250
+00
760
2
755
75
0
755
250
+00
7
4
5
265+00
7
3
0
755
760
CL45WB01
5
3
7
755
755
5
74
0
5
7
75
0
STA.
760
750
)
WB01
CL45
(
0
0
278+
760
7
5
5
STA
. 2
48+
00
(CL
45W
B01
)
0
76
0
76
75
5
750
74
0
TO LL RO A D
745
750
TO LL RO A D
PAY BY
7
3
5
72
5
M ail
5
74
7
3
5
0
4
7
745
5
74
7
4
0
0
73
740
7
7
2
2
0
0
7
3
0
725
0
2
7
7
3
0
INTERIM REVIEW
LINE AND SYMBOL LEGEND
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF
12
0+
00
0
100'
INTERIM REVIEW UNDER THE AUTHORITY OF
200'
STRIPING
WADE E. STRONG,PE 61841 ON
CONST
ESMT
740
740
10/30/2014
IT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES.
SCALE IN FEET
73
5
225+00
740
73
5
740
230+
00
PROPOSED
DRAINAGE
1
DRAINAGE AREA BASED
ON AERIAL SURVEY
STRUCTURE
745
FIRM #587
755
740
5
73
WATER
2
0
23
5
0
7
+
00
ALIGNMENT &
QUALITY
POND
225+00
230+00
DIRECTION
ARROWS /
NO. LANES
STATIONING
7
4
5
74
5
73
0
225+00
COLOR LEGEND
2
740
DATE: 10/30/2014
PROPOSE PAVEMENT/
RETAINING WALL
SH 45SW
PRELIMINARY
SCHEMATIC DESIGN
OVERLAYED EXISTING PAVEMENT
73
5
5
73
73
0
PROPOSED BRIDGE STRUCTURE
1
73
0
12
5+
00
10/30/2014
P:\8140403\dlv\planShts\Schematics\EIS PLAN SHEETS\SCHEMATIC SHEET 3.dgn
M ail
PAY BY
PROPOSED SHARED USE PATHS
00
230+
735
225+00
EXISTING
EXISTING ROW
COUNTY LINE
730
CITY LIMIT LINE
EXISTING BRIDGE STRUCTURE
DRAINAGE
ENVIRONMENTAL
SH 45SW
STA. 248+00 TO STA. 278+00
S T UD Y
EASEMENT
FEMA 100 YR. FLOOD ZONE
SHEET3
OF 13
APPENDIX C
Final Environmental Impact Statement
[This page left blank intentionally]
CSJ: 1200-06-004 & 1200-07-001
January 2015
75
5
0
7
7
74
0
0
77
LOOP
5
7
7
TO LL RO A D
SO UTH
1
EX I
T
735
PAY BY
5
78
0
3
7
765
TO LL RO A D
5
6
7
0
6
7
EXI
T
1 M ILE
ONLY
PAY BY
M ail
73
5
EK
5
765
77
CR
E
0
8
7
5
76
R
A
B
E
5
78
7
4
0
770
730
2
5
7
7
0
78
5
2
7
7
4
5
5
3
7
5
76
5
2
7
0
77
OND
Y P
LIT
QUA
ER
WAT
0
4
7
0
74
0
76
755
750
F62a
7
4
5
5
73
00
280+
73
0
50
5 7
5
7
FLINT RIDGE CAVE
SUB-SURFACE FOOTPRINT
7
4
0
5
73
5
2
7
5
78
7
7
5
5
4
7
1)
5WB0
(CL4
0
0
+
278
STA.
785
780
7
6
0
765
7
5
5
F65
2
RETAINING WALL
2
0
3
7
0
4
7 0
3
7
7
2
5
72
5
735
5
6
7
7
6
0
0
72
720
5
2
7
7
2
0
5
2
7
75
0
760
7
2
5
7
3
5
0
3
7
INTERIM REVIEW
LINE AND SYMBOL LEGEND
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF
12
0+
00
0
100'
INTERIM REVIEW UNDER THE AUTHORITY OF
200'
STRIPING
WADE E. STRONG,PE 61841 ON
CONST
1/9/2015
IT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES.
SCALE IN FEET
740
230+0
0
225+00
73
5
ESMT
740
22
5+
00
740
73
5
740
230+
00
PROPOSED
DRAINAGE
1
DRAINAGE AREA BASED
ON AERIAL SURVEY
STRUCTURE
745
FIRM #587
755
740
5
73
WATER
2
0
23
5
0
7
+
00
ALIGNMENT &
QUALITY
POND
225+00
230+00
DIRECTION
ARROWS /
NO. LANES
STATIONING
7
4
5
74
5
73
0
225+00
COLOR LEGEND
2
740
DATE: 1/9/2015
PROPOSE PAVEMENT/
RETAINING WALL
SH 45SW
PRELIMINARY
SCHEMATIC DESIGN
OVERLAYED EXISTING PAVEMENT
73
5
5
73
73
0
PROPOSED BRIDGE STRUCTURE
1
73
0
12
5+
00
1/9/2015
P:\8140403\dlv\planShts\Schematics\EIS PLAN SHEETS\SCHEMATIC SHEET 4.dgn
785
790
775
CL45_01
WQP
310+00
790
785
770
F64
00
285+
SH 45SW
75
0
00
285+
280
+00
2
79
5
305+00
300+00
0
295+0
00
290+
0
3
7
7
8
0
755
7
2
5
5
74
305+00
300+00
78
0
7
9
0
7
4
5
775
750
00
290+
Cave)
755
0
295+0
7
6
0
F110 5
75
(Jubilee
RETAINING WALL
7
4
5
74
0
73
5
7
5
0
750
0
8
7
7
5
0
0
76
7
3
0
755
760
0
6
7
STA. 30
9+00 (C
L45_01)
M ail
PROPOSED SHARED USE PATHS
00
230+
735
225+00
EXISTING
EXISTING ROW
COUNTY LINE
730
CITY LIMIT LINE
EXISTING BRIDGE STRUCTURE
DRAINAGE
ENVIRONMENTAL
SH 45SW
STA. 278+00 TO STA. 309+00
S T UD Y
EASEMENT
FEMA 100 YR. FLOOD ZONE
SHEET4
OF 13
APPENDIX C
Final Environmental Impact Statement
[This page left blank intentionally]
CSJ: 1200-06-004 & 1200-07-001
January 2015
770
825
86
0
800
830
0
81
5
78
78
0
84
0
78
0
865
815
5
78
0
2
8
775
5
8
7
FUTURE VIOLET
860
CROWN TRAIL
(BY OTHERS)
77
5
5
5
8
85
5
RETAINING WALL
330+00
RETAINING WALL
335+00
0
85
835
0
3
8
0
84
820
825
795
790
790
88
105
805
795
800
815 800
325+00
340+00
5
4
8
F55
315+00
800795
820
850
8
1
0
815
790
2
2
320+00
RETAINING WALL
79
0
790
CL45_01
325+00
5
80
800 810
795
STA. 309+00 (CL45_01)
800
79
5
2
310+00
8
0
5
5
2
8
790
315+00
0
3
8
785
310+00
790
795
320+00
WATER QUALITY POND
340+00
2
335+00
330+00
850
12'x4' CON-SPAN
815
830
825
820
845
SH 45SW835
STA. 340+00 (CL45_01)
0
8
7
0
5
8
5
3
8
805
795
8
4
5
8
4
0
840
84
0
810
845
F41
5
78
FLINT RIDGE CAVE
0
84
830
825
TEXAS
LOOP
W EST
N O RTH
1
45
EXI
T
5
83
790
7
8
0
CAVE
820
815
5
0
8
800
5
77
FLINT
RIDGE
5
3
8
ONLY
5
9
7
81
0
835
78
5
INTERIM REVIEW
LINE AND SYMBOL LEGEND
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF
12
0+
00
0
100'
INTERIM REVIEW UNDER THE AUTHORITY OF
200'
STRIPING
WADE E. STRONG,PE 61841 ON
CONST
1/9/2015
IT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES.
SCALE IN FEET
740
230+0
0
225+00
73
5
ESMT
740
22
5+
00
740
73
5
740
230+
00
PROPOSED
DRAINAGE
1
STRUCTURE
DRAINAGE AREA BASED
ON AERIAL SURVEY
745
FIRM #587
755
740
5
73
WATER
2
0
23
5
0
7
+
00
ALIGNMENT &
QUALITY
POND
225+00
230+00
DIRECTION
ARROWS /
NO. LANES
STATIONING
7
4
5
74
5
73
0
225+00
COLOR LEGEND
2
740
DATE: 1/9/2015
PROPOSE PAVEMENT/
RETAINING WALL
SH 45SW
PRELIMINARY
SCHEMATIC DESIGN
OVERLAYED EXISTING PAVEMENT
73
5
5
73
73
0
PROPOSED BRIDGE STRUCTURE
1
73
0
12
5+
00
1/9/2015
P:\8140403\dlv\planShts\Schematics\EIS PLAN SHEETS\SCHEMATIC SHEET 5.dgn
SUB-SURFACE FOOTPRINT
PROPOSED SHARED USE PATHS
00
230+
735
225+00
EXISTING
EXISTING ROW
COUNTY LINE
730
CITY LIMIT LINE
EXISTING BRIDGE STRUCTURE
DRAINAGE
ENVIRONMENTAL
SH 45SW
STA. 309+00 TO STA. 340+00
S T UD Y
EASEMENT
FEMA 100 YR. FLOOD ZONE
SHEET5
OF 13
APPENDIX C
Final Environmental Impact Statement
[This page left blank intentionally]
CSJ: 1200-06-004 & 1200-07-001
January 2015
83
0
83
0
85
0
860
0
83
855
830
8
3
0
850
5
2
8
8
5
0
5
4
8
825
845
845
820
0
84
0
5
8
84
0
8
3
0
840
5
3
8
840
835
F16
82
5
83
0
820
WATE
R QU
ALIT
Y
POND
CL45_01
F23
(Hat Sink)
360+
00
RETAINING WALL
830
825
F29d
355+0
0
835
830
830
F29c
820
365
+00
F18
(Cow Pattie Cave)
3
1
370
+00
1
825
5
2
8
820
37
0+
00
8
2
5
83
0
IT
S
TEXAS
W EST
45
LOOP
CI
TY
N O RTH
1
EXI
T
ONLY
A
U
K
ST
IN
83
0
0
81
LI
M
8
1
5
815
82
0
815
82
0
5
83
5
80
D
0
80
0
81
88
11
00
820
8
0
5
88
00
00
80
0
A
N
Z
S
C
P
R
L
IT EE
830
365
+00
82
5
F29b
810
WQP
5
81
835
830
INTERIM REVIEW
LINE AND SYMBOL LEGEND
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF
12
0+
00
0
100'
INTERIM REVIEW UNDER THE AUTHORITY OF
200'
STRIPING
WADE E. STRONG,PE 61841 ON
CONST
ESMT
740
740
10/30/2014
IT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES.
SCALE IN FEET
73
5
225+00
740
73
5
740
230+
00
PROPOSED
1
DRAINAGE
DRAINAGE AREA BASED
STRUCTURE
ON AERIAL SURVEY
745
FIRM #587
755
740
5
73
WATER
2
0
23
5
0
7
+
00
ALIGNMENT &
QUALITY
POND
225+00
230+00
DIRECTION
ARROWS /
NO. LANES
STATIONING
7
4
5
74
5
73
0
225+00
COLOR LEGEND
2
740
DATE: 10/30/2014
PROPOSE PAVEMENT/
RETAINING WALL
SH 45SW
PRELIMINARY
SCHEMATIC DESIGN
OVERLAYED EXISTING PAVEMENT
73
5
5
73
73
0
PROPOSED BRIDGE STRUCTURE
1
73
0
12
5+
00
10/30/2014
P:\8140403\dlv\planShts\Schematics\EIS PLAN SHEETS\SCHEMATIC SHEET 6.dgn
STA
. 3
71+
00
(CL
45_D A N Z C
01) R EE
K
8
3
0
840
350+00
5
3
8
0
2
8
840
345+00
825
845
SH 45SW
815
5
3
8
2
835
84
0
340+00
835
2
840
BC
' M
'X3
2-4
5
4
8
0
83
STA. 340+00 (CL45_01)
0
82
0
2
8
PROPOSED SHARED USE PATHS
00
230+
735
225+00
EXISTING
EXISTING ROW
COUNTY LINE
730
CITY LIMIT LINE
EXISTING BRIDGE STRUCTURE
DRAINAGE
ENVIRONMENTAL
SH 45SW
STA. 340+00 TO STA. 371+00
S T UD Y
EASEMENT
FEMA 100 YR. FLOOD ZONE
SHEET6
OF 13
APPENDIX C
Final Environmental Impact Statement
[This page left blank intentionally]
CSJ: 1200-06-004 & 1200-07-001
January 2015
0
82
PAY BY
8
2
0
5
1
8
0
83
830
1150+00
825
00
0+
39
1
815
F157a
F157a
(SH45 Cave)
)
(SH45 Cave
SH 45
0
82
5
80
825
F161
F157b
0
2
8
0
82
3
1160+00
390+00
830
820
0
2
8
5
1
8
5
1
8
5
81
8
2
0
0
82
5
81
1
1
4
5
+
0
0
8
2
0
820
815
0
81
ITS
LIM
81
0
Y
CIT
5
81
N
STI
0
1
8
AU
82
0
8
2
0
5
81
810
0
+0
45
11
SL1 (M O PAC)
0
1
8
825
LP1SB
0
2
8
11
55
+0
0
8
2
5
0
0
2
2
8
8
5
1
8
0
1
8
0
1
8
0
1
8
5
0
8
5
1
8
810
825
(BY OTHERS)
810
CROWN TRAIL
0
2
8
POND
8
1
5
8
1
0
00
5+
37
WATER
Q
UALITY
WATER
TY
I
P
L
A
QU
O
N
D
820
5
20
8
81
5
1
8
8
2
5
LP1NB_01
DA N Z CR
EEK
1150+00
825
2
LP1SB
1155+00
8
1
5
810
820
820
2
820
F157b
45_LP1_WN
FUTURE VIOLET
1
0
3
8
820
5
1
8
SH 45SW
0
2
8
2
380+00
385+00
830
UNDER BRIDGE
825
830
80
5
830
TRAILHEAD PARKING
CL45WB02
830
825
37
5+
00
0
2
8
825
815
5
81
5
81
820
1
0
00
82
5+
38
0 (LP1SB)
STA. 1164+0
8
3
0
RETAINING WALL
0
83
K
E
0
83
0
395+0
0
83
0
1
8
11
50
+0
0
1125+
3
00
0
3
8
8
1
0
830
820
E
400+00
840
8
1
5
(
C
L
4
5
_
D
A
0
N
1
Z
)
C
R
395+00
1135+00
1130+00
CL45EB02
3
830
0
83
825
CL45EB04
0
1
8
3
7
1
+
0
0
825
81
5
81
0
1
1
5
5
+
0
0
810
S
T
A
.
825
L
390+00
1140+00
820
830
5
81
820
LP1NB_01
385+00
2
2
.
0
2
8
B
1145+00
ONLY
0
3 0
883
0
1
8
A
D
IT
L
P
S
0
83
0
2
8
LE T
0
82
V
N O RTH
LOOP
1
EXI
T
AUS
TI
N CI
TY LI
MI
TS
380+00
EAST
0
3
8
0
3
8
T
PLI
K S
EE
CR
NZ
DA
CL45_01
INTERIM REVIEW
LINE AND SYMBOL LEGEND
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF
12
0+
00
0
100'
INTERIM REVIEW UNDER THE AUTHORITY OF
200'
STRIPING
WADE E. STRONG,PE 61841 ON
CONST
1/9/2015
IT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES.
SCALE IN FEET
740
230+0
0
225+00
73
5
ESMT
740
22
5+
00
740
73
5
740
230+
00
PROPOSED
DRAINAGE
1
STRUCTURE
DRAINAGE AREA BASED
ON AERIAL SURVEY
745
FIRM #587
755
740
5
73
WATER
2
0
23
5
0
7
+
00
ALIGNMENT &
QUALITY
POND
225+00
230+00
DIRECTION
ARROWS /
NO. LANES
STATIONING
7
4
5
74
5
73
0
225+00
COLOR LEGEND
2
740
DATE: 1/9/2015
PROPOSE PAVEMENT/
RETAINING WALL
SH 45SW
PRELIMINARY
SCHEMATIC DESIGN
OVERLAYED EXISTING PAVEMENT
73
5
5
73
73
0
PROPOSED BRIDGE STRUCTURE
1
73
0
12
5+
00
1/9/2015
P:\8140403\dlv\planShts\Schematics\EIS PLAN SHEETS\SCHEMATIC SHEET 7.dgn
45
835
ARCH E
M ail
8
1
5
00
5+
37
1
82
5
0
3
8
5
81
PROPOSED SHARED USE PATHS
00
230+
735
225+00
EXISTING
EXISTING ROW
COUNTY LINE
730
CITY LIMIT LINE
EXISTING BRIDGE STRUCTURE
DRAINAGE
ENVIRONMENTAL
SH 45SW
STA. 371+00 TO STA. 1164+00
S T UD Y
EASEMENT
FEMA 100 YR. FLOOD ZONE
SHEET7
OF 13
APPENDIX C
Final Environmental Impact Statement
[This page left blank intentionally]
CSJ: 1200-06-004 & 1200-07-001
January 2015
83
5
PAY BY
M ail
EAST
45
0
4
8
86
0
0
6
8
5
7
8
0
6
8
5
86
890
0
87
0
3 0
883
830
0
5
8
850
5
83
0
9
8
840
0
3
8
0
3
8
0
8
8
0
4
8
SH 45
5
0
9
0
5
8
895
8
4
0
8
3
11
5
6
5
+00
870
F163
850
8
3
5
0
3
8
860
865
84
0
0
7
8
2
0
7
8
0
4
8
LP1SB
885
830
90
0
830
8
2
5
90
0
0
88
5
7
8
835
8
6
5
8
6
0
1175+00
84
5
0
9
8
5
5
8
1170+00
LV D .
NT B
R PM E
9
0
0
8
3
0
88
5
855
8
7
5
0
3
8
84
5
835 840
ESC A
2
0
415+0
410+00
83
0
EXI
T
+
2600'
-
5
9
8
840
STA. 116
4+00 (LP
1SB)
EXI
T
00
420+
405+0
0
835
8
9
5
0
83
870
0
85
84
0
8
9
0
INTERIM REVIEW
LINE AND SYMBOL LEGEND
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF
12
0+
00
0
100'
INTERIM REVIEW UNDER THE AUTHORITY OF
200'
STRIPING
WADE E. STRONG,PE 61841 ON
CONST
1/9/2015
IT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES.
SCALE IN FEET
740
230+0
0
225+00
73
5
ESMT
740
22
5+
00
740
73
5
740
230+
00
PROPOSED
DRAINAGE
1
STRUCTURE
DRAINAGE AREA BASED
ON AERIAL SURVEY
745
FIRM #587
755
740
5
73
WATER
2
0
23
5
0
7
+
00
ALIGNMENT &
QUALITY
POND
225+00
230+00
DIRECTION
ARROWS /
NO. LANES
STATIONING
7
4
5
74
5
73
0
225+00
COLOR LEGEND
2
740
DATE: 1/9/2015
PROPOSE PAVEMENT/
RETAINING WALL
SH 45SW
PRELIMINARY
SCHEMATIC DESIGN
OVERLAYED EXISTING PAVEMENT
73
5
5
73
73
0
PROPOSED BRIDGE STRUCTURE
1
73
0
12
5+
00
1/9/2015
P:\8140403\dlv\planShts\Schematics\EIS PLAN SHEETS\SCHEMATIC SHEET 8.dgn
LEFT
1 M ILE
LEFT
5
8
8
5
83
850
LP1NB_01
45
EA ST
86
0
84
5
EK
RE
Z C
DAN
M ail
0
8
8
855
85
0
835
830
EXI
T
PAY BY
PROPOSED SHARED USE PATHS
00
230+
735
225+00
EXISTING
EXISTING ROW
COUNTY LINE
730
CITY LIMIT LINE
EXISTING BRIDGE STRUCTURE
DRAINAGE
ENVIRONMENTAL
SH 45SW
STA. 1164+00 TO END
S T UD Y
EASEMENT
FEMA 100 YR. FLOOD ZONE
SHEET8
OF 13
APPENDIX C
Final Environmental Impact Statement
[This page left blank intentionally]
CSJ: 1200-06-004 & 1200-07-001
January 2015
25
8
0
0
+
0
9
3
820
2
82
0
80
5
0
80
5
0
8
2
81
5
0
1
8
815
0
+0
50
11
0
82
8
2
0
0
2
8
1
82
0
8
2
0
8
1
0
0
1
8
8
2 0
0
82
810
8
1
5
8
2
0
5
80
0
0
8
80
0
810
79
5
ER
WAT
Y
LIT
QUA
D
PON
b
57
F1
)
70
F1 Sink
ac
oP
M
(
8
1
0
5
80
DA
NZ
80
0
0
0
+
5
4
1
1
00
0+
38
795
0
82
81005
8
00
5+
38
0
83
795
0
80
5
0
8
CR
EE
K
79
5
8
2
0
5
82
5
1
8
a
)
57
ve
F1
Ca
5
H4
S
(
805
800
5
1
8
11
55
+0
0
800
820
810
0
5+0
114
805
8
0
0
805
F170
(MoPac Sink)
0
0+0
115
0
0+0
115
3
0
+0
65
11
810
0
2
8
2
5
80
5
1
8
5SW
SH 4
+00
380
800
8
0
5
0
82
PAY BY
M ail
0
80
45
EAST
TEXAS
W EST
45
PAY BY
PAY BY
M ail
M ail
EXI
T
+
2600'
-
ONLY
45
EA ST
LEFT
EXI
T
+
2600'
-
EAST
45
1
5
80
1150+00
0
0+0
116
2
1155+00
8
1
0
1155+00
5
81
80
0
375+00
0
81
8
0
5
810
1
UNDER BRIDGE
80
0
815
45_LP1_WN
TRAILHEAD PARKING
TS
00
I
M
0+
LI
38
TY
CI
N
I
ST
U
A
EXI
T
DA
NZ
81
0
LP1NB_01
8
1
0
795
LP1NB_02
0
+0
60
11
0
0+0
116
8
0
0
CR
EE
K
1 M ILE
LEFT
795
1150+00
EXI
T
SP
LI
T
INTERIM REVIEW
LINE AND SYMBOL LEGEND
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF
12
0+
00
0
100'
INTERIM REVIEW UNDER THE AUTHORITY OF
200'
STRIPING
WADE E. STRONG,PE 61841 ON
CONST
740
22
5+
00
1/9/2015
IT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES.
SCALE IN FEET
230+0
0
225+00
73
5
ESMT
740
740
73
5
740
230+
00
PROPOSED
DRAINAGE
1
STRUCTURE
DRAINAGE AREA BASED
ON AERIAL SURVEY
745
FIRM #587
755
740
5
73
WATER
2
0
23
5
0
7
+
00
ALIGNMENT &
QUALITY
POND
225+00
230+00
DIRECTION
ARROWS /
NO. LANES
STATIONING
7
4
5
74
5
73
0
225+00
COLOR LEGEND
2
740
DATE: 1/9/2015
PROPOSE PAVEMENT/
RETAINING WALL
73
5
5
73
73
0
SH 45SW
PRELIMINARY
SCHEMATIC DESIGN
OVERLAYED EXISTING PAVEMENT
PROPOSED BRIDGE STRUCTURE
1
12
5+
00
73
0
1/9/2015
P:\8140403\dlv\planShts\Schematics\EIS PLAN SHEETS\SCHEMATIC SHEET 9.dgn
0
+0
40
11
0
0+0
114
0
0
+
5
4
1
1
0
80
0
+0
70
11
CL45_01
2
5
0
8
11
45
+0
0
0
81
0
0
8
8
1
0
520
18
8
0
82
5
81
81
5
0
+0
35
11
0
81
8
1
0
POND
8
0
0
0
+0
75
11
5
1
8
WATER
805
8
1
0
0
0+0
114
0
+0
40
1
1
810
QUALITY
825
CL45EB03
0
80
F157a
(SH45 Cave)
2
K
8
1
5
8
2 +00
0
80
11
815
8
1
0
0
1
8
E
8
1
5
800
E
81
5
CL45WB02
7
9
5
R
C
8
1
5
0
+0
35
11
8
1
0
8
1
5
RETAINING WALL
NZ
5
80
LP1SB
11
45
+0
0
8
0
0
DA
0
02
08
+
5
8
3
0
81
8
1
0
F157b
0
5
0
8
0
2
8
CL45EB02
2
1
SL
5
80
81
5
1
C)
PA
O
M
81
(
7
9
0
0
82
0
80
PROPOSED SHARED USE PATHS
00
230+
735
225+00
EXISTING
EXISTING ROW
COUNTY LINE
730
CITY LIMIT LINE
EXISTING BRIDGE STRUCTURE
DRAINAGE
ENVIRONMENTAL
SL1 (MOPAC)
BEGIN TO END
S T UD Y
EASEMENT
FEMA 100 YR. FLOOD ZONE
SHEET9
OF 13
APPENDIX C
Final Environmental Impact Statement
[This page left blank intentionally]
CSJ: 1200-06-004 & 1200-07-001
January 2015
6
9
0
6
8
06
8
0
L
I
T
T
L
E
66
88
00
B
E
A
R
675
695
700
69
0
68
5
685
185+
00
CL1626SB
6
8
5
FM
162
6
705
69
0
6
7
5
68
67
50
685
0
200+0
6
8
0
6
7
5 6
80
6
7
5
3
5
9
6
690
69
5
6
8
5
6
7
5
0
7
6
6
7
5
705
6
8
0
69
0
0
70
6
7
60
67
70
0
68
5
7
1
0
710
715
7
1
0
715
7 7
1 1
5 5
680
6
7
6
0
6
7
7
0
0
67
0
7
1
0
5
67
67
0
710
69
5
RETAINING WALL
6
8
0
6
7
0
0
71
700
710
690 200+00
685
675
7
0
0
7
0
0
195
+00
6
8
5
700
M ILE
690
705
0
71
3
6
8
5
W EST
69
0
45
690
l
Mai
.
STA
5
70
700
695
690
685
69
685 0
5
68
690
690
190
+00
680
700
695
69
5
690
690
P
AY BY
½
6
7
0
6
8
0
INTERIM REVIEW
LINE AND SYMBOL LEGEND
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF
12
0+
00
0
100'
INTERIM REVIEW UNDER THE AUTHORITY OF
200'
STRIPING
WADE E. STRONG,PE 61841 ON
CONST
ESMT
740
740
10/30/2014
IT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES.
SCALE IN FEET
73
5
225+00
740
73
5
740
230+
00
PROPOSED
DRAINAGE
1
STRUCTURE
DRAINAGE AREA BASED
ON AERIAL SURVEY
745
FIRM #587
755
740
5
73
WATER
2
0
23
5
0
7
+
00
ALIGNMENT &
QUALITY
POND
225+00
230+00
DIRECTION
ARROWS /
NO. LANES
STATIONING
7
4
5
74
5
73
0
225+00
COLOR LEGEND
2
740
DATE: 10/30/2014
PROPOSE PAVEMENT/
RETAINING WALL
SH 45SW
PRELIMINARY
SCHEMATIC DESIGN
OVERLAYED EXISTING PAVEMENT
73
5
5
73
73
0
PROPOSED BRIDGE STRUCTURE
1
73
0
12
5+
00
10/30/2014
P:\8140403\dlv\planShts\Schematics\EIS PLAN SHEETS\SCHEMATIC SHEET 10.dgn
0
9
6
68
0
695
0
70
7
1
0
5
71
2
6
9
0
680
00
5+
17
6
680
8
0
675
695
2
680
0
70
0
180+0
CR
E
E
K
0
8
6
5
70
695
6
8
0
6
8
0
CL1626_1
SB)
626
CL1
(
+00
202
6
8
0
PROPOSED SHARED USE PATHS
00
230+
735
225+00
EXISTING
EXISTING ROW
COUNTY LINE
730
CITY LIMIT LINE
EXISTING BRIDGE STRUCTURE
DRAINAGE
ENVIRONMENTAL
FM 1626
BEGIN TO STA. 202+00
S T UD Y
EASEMENT
FEMA 100 YR. FLOOD ZONE
SHEET
10 OF 13
APPENDIX C
Final Environmental Impact Statement
[This page left blank intentionally]
CSJ: 1200-06-004 & 1200-07-001
January 2015
72
5
72
5
SOUTH
F
.
M.
3
SH
2
6
1
6
19
5+
00
715
71
0
70
5
700
+00
190
700
1
9
0
+
0
0
45_1626_NW
RETAINING WALL
705
0
0
+
0
9
1
45_1626_EN
215+00
2
CL1626_2
220+
00
70
5
2
7
0
0
695
2
76
09
05
220+00
5
0
7
6
9
0
215+00
700
705
69
5
69
0
695
69
5
RETAINING WALL
5
70
69
0
P
AY BY
675
Mai
l
WE
S
T
6
8
5
NORTH
F
.
M.
6
6
2
1
0
71
45
7
0
0
6
9
5
6
9
0
0
70
0
68
680
70
0
705
685
0
70
685
70
0
0
8
6
6
9
0
0
70
705
69
0
0
68
0
68
5
8
6
INTERIM REVIEW
LINE AND SYMBOL LEGEND
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF
12
0+
00
0
100'
INTERIM REVIEW UNDER THE AUTHORITY OF
200'
STRIPING
WADE E. STRONG,PE 61841 ON
CONST
ESMT
740
740
10/30/2014
IT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES.
SCALE IN FEET
73
5
225+00
740
73
5
740
230+
00
PROPOSED
DRAINAGE
1
STRUCTURE
DRAINAGE AREA BASED
ON AERIAL SURVEY
745
FIRM #587
755
740
5
73
WATER
2
0
23
5
0
7
+
00
ALIGNMENT &
QUALITY
POND
225+00
230+00
DIRECTION
ARROWS /
NO. LANES
STATIONING
7
4
5
74
5
73
0
225+00
COLOR LEGEND
2
740
DATE: 10/30/2014
PROPOSE PAVEMENT/
RETAINING WALL
SH 45SW
PRELIMINARY
SCHEMATIC DESIGN
OVERLAYED EXISTING PAVEMENT
73
5
5
73
73
0
PROPOSED BRIDGE STRUCTURE
1
73
0
12
5+
00
10/30/2014
P:\8140403\dlv\planShts\Schematics\EIS PLAN SHEETS\SCHEMATIC SHEET 11.dgn
22
5+
00
22
5+
00
69
5
685
5
68
7
0
5
70
0
70
5
2
210+00
70
0
5
69
5
68
185+00
705
M ILE
710
FM 1626
4
69
0
205
+00
710
1
700
690
5
70
210+00
½
W EST
7
0
0
2
45
45_1626_SW
5
70
4
0
10
71
7
0
70
70
0
205+
00
7
0
5
7
W
1
A
0
T
E
R
Q
U
A
L
I
T
Y
P
O
N
D
7
1
5
71
57
1
5
l
Mai
+
2600'
-
695
2 1
45_1626_ES
WE
S
T
AY BY
P
7
1
5
CL45EB01
45
5
70
5
70
71
0
CL1626SB
CL1626NB
Mai
l
SOUTH
F.
M.
0
71
720
5
1
7
(C
L1
62
6S
B
P
AY BY
0
72
CL45WB01
69
5
20
2+
00
720
0
72
700
ST
A.
0
72
7
1
5
19
5+
00
72
0
45
SW
0
1
7
3
00
22
77
0
72
1
6
2
6
7
2
0
NORTH
F
.
M.
1
6
2
6
PROPOSED SHARED USE PATHS
00
230+
735
225+00
EXISTING
EXISTING ROW
COUNTY LINE
730
CITY LIMIT LINE
EXISTING BRIDGE STRUCTURE
DRAINAGE
ENVIRONMENTAL
FM 1626
STA. 202+00 TO END
S T UD Y
EASEMENT
FEMA 100 YR. FLOOD ZONE
SHEET
11 OF 13
APPENDIX C
Final Environmental Impact Statement
[This page left blank intentionally]
CSJ: 1200-06-004 & 1200-07-001
January 2015
750
735
7
5
0
7
4
5
74
0
0
5
7
750
105+0
0
750
750
75
0
74
5
7
5
0
73
5
1
1
0
+
0
74 0
5
7
4
0
7
4
5
(C
LB
LI
SP
IL
)
100+00
740
745
LLAR ROAD
SS SPI
BLI
1
74
5
1
730
7
3
5
730
74
5
730
7
3
0
7
3
0
11
5+
00
ST
A.
11
5+
00
CLBLISPIL
740
INTERIM REVIEW
LINE AND SYMBOL LEGEND
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF
12
0+
00
0
100'
INTERIM REVIEW UNDER THE AUTHORITY OF
200'
STRIPING
WADE E. STRONG,PE 61841 ON
CONST
ESMT
740
740
10/30/2014
IT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES.
SCALE IN FEET
73
5
225+00
740
73
5
740
230+
00
PROPOSED
DRAINAGE
1
STRUCTURE
DRAINAGE AREA BASED
ON AERIAL SURVEY
FIRM #587
745
755
740
5
73
WATER
2
0
23
5
0
7
+
00
ALIGNMENT &
QUALITY
POND
225+00
230+00
DIRECTION
ARROWS /
NO. LANES
STATIONING
7
4
5
74
5
73
0
225+00
COLOR LEGEND
2
740
DATE: 10/30/2014
PROPOSE PAVEMENT/
RETAINING WALL
SH 45SW
PRELIMINARY
SCHEMATIC DESIGN
OVERLAYED EXISTING PAVEMENT
73
5
5
73
73
0
PROPOSED BRIDGE STRUCTURE
1
73
0
12
5+
00
10/30/2014
P:\8140403\dlv\planShts\Schematics\EIS PLAN SHEETS\SCHEMATIC SHEET 12.dgn
74
0
PROPOSED SHARED USE PATHS
00
230+
735
225+00
EXISTING
EXISTING ROW
COUNTY LINE
730
CITY LIMIT LINE
EXISTING BRIDGE STRUCTURE
DRAINAGE
ENVIRONMENTAL
BLISS SPILLAR ROAD
BEGIN TO STA. 115+00
S T UD Y
EASEMENT
FEMA 100 YR. FLOOD ZONE
SHEET
12 OF 13
APPENDIX C
Final Environmental Impact Statement
[This page left blank intentionally]
CSJ: 1200-06-004 & 1200-07-001
January 2015
2
0
74
2
1
745
5
1
7
1
000
5+
0
237
00
0+
35
23 7
72
5
0
74
0
2
7
5
71
0
74
7
3
0
7
1
5
5
75
(
C
L
B
L
I
S
P
I
L
)
7
1
5
+00
230
00
0+
23
0
74
71
0
740
72
0
7
1
0
5
74
735
1
CLBLISPIL
0
2
7
730
725
5
3
7
00
+
5
22
735
1
1
5
+
0
0
00
5+
22
730
74
0
00
5+
22
POND
1
7
3
0
0
3
7
R
TE
WA
TY
LI
A
QU
ND
PO
WATER
QUALITY
715
0
74
00
5+
22
5
3
7
1
1
5
+
0
0
1
720
1
720
S
T
A
.
1
1
120+00
LLAR ROAD
SS SPI
BLI
5
2
7 130+00
125+00
740
720
735
SH
0
72
730
735
0
4
7
0
74
725
5
2
7
0
75
0
+0
755 20
2
5
75
75
5 00
+
0
22
0
4
7
5
3
7
7
3
0
2
0
5
7
5
4
7
75
0
0
72
2
5
74
5
3
7
715
0
73
7
3
5
0
74
745
SW
45
0
75
73
5
INTERIM REVIEW
LINE AND SYMBOL LEGEND
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF
12
0+
00
0
100'
INTERIM REVIEW UNDER THE AUTHORITY OF
200'
STRIPING
WADE E. STRONG,PE 61841 ON
CONST
ESMT
740
740
10/30/2014
IT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES.
SCALE IN FEET
73
5
225+00
740
73
5
740
230+
00
PROPOSED
DRAINAGE
1
DRAINAGE AREA BASED
ON AERIAL SURVEY
STRUCTURE
745
FIRM #587
755
740
5
73
WATER
2
0
23
5
0
7
+
00
ALIGNMENT &
QUALITY
POND
225+00
230+00
DIRECTION
ARROWS /
NO. LANES
STATIONING
7
4
5
74
5
73
0
225+00
COLOR LEGEND
2
740
DATE: 10/30/2014
PROPOSE PAVEMENT/
RETAINING WALL
SH 45SW
PRELIMINARY
SCHEMATIC DESIGN
OVERLAYED EXISTING PAVEMENT
73
5
5
73
73
0
PROPOSED BRIDGE STRUCTURE
1
73
0
12
5+
00
10/30/2014
P:\8140403\dlv\planShts\Schematics\EIS PLAN SHEETS\SCHEMATIC SHEET 13.dgn
705
710
PROPOSED SHARED USE PATHS
00
230+
735
225+00
EXISTING
EXISTING ROW
COUNTY LINE
730
CITY LIMIT LINE
EXISTING BRIDGE STRUCTURE
DRAINAGE
ENVIRONMENTAL
BLISS SPILLAR ROAD
STA. 115+00 TO END
S T UD Y
EASEMENT
FEMA 100 YR. FLOOD ZONE
SHEET
13 OF 13
APPENDIX C