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114' PROPOSED ROW
16' MEDIAN12'12'5'6' 12' 12' 5' 6'
114' PROPOSED ROW
91'
17' TWLTL 12' 12' 5' 6'12'12'5'6'
12'MEDIAN VARIES12'12'
ROW VARIES
114' PROPOSED ROW
6'12' 12' 5'
114' PROPOSED ROW
6' 12'12'5' 12'12'16' MEDIAN
114' PROPOSED ROW
6' 12'12'5'
114' PROPOSED ROW
6'12' 12' 5'12' 12' 16' MEDIAN
12'
ROW VARIES
12'12' MEDIAN VARIES
91'0.5' 0.5'
WORKZONE
WORKZONE 0.5' 0.5'
WORKZONE
WORKZONE0.5'
0.5'
WORKZONE
W
MB
MB
MB
MB
W
MB
MBMB
W
W
MBMB
W
W
W
C
W
UGTM
32'± EXISTING ROAD
11' LANE11' LANE
32'± EXISTING ROAD
11' LANE 11' LANE
1203701
Sche
matic
Final.dgn
8/23/2016
12:07:28
PM
1203701
Sche
matic
Final.dgn
8/23/2016
12:07:28
PM
LOCATION MAP
8/23/2016
TB
PLS Fir
m R
egistration N
o. 100467
TB
PE Fir
m R
egistration N
o. 274
TAYLOR LANE WIDENING
CONCEPTUAL LAYOUT
TRAVIS COUNTY
DA
TE :
P.
E.
SE
RI
AL
NO. :
EN
GI
NE
ER:
"N
OT
A
BI
DDI
NG
DO
CU
ME
NT"
SC
HE
MA
TI
C
DE
SI
GN:
TA
YL
OR
LA
NE
AR
TE
RIA
L
WID
ENIN
G
MANOR
SH-1
30
US-290
FM969
BLAKE MANOR
TA
YLO
R L
AN
E
FM969
FM
973
SH-1
30
TO ELGIN
TO AUSTIN
LOCATIONPROJECT
V - 1"=20'
SCALE: H - 1"=100'
100 20010050 0
512.8
34.9
798 | fax 5
12.8
32.7
727 | w
ww.c
obbfe
ndle
y.c
om
505 E
ast
Huntland Drive, Suite 1
00 A
ustin, Texas 7
8752
FUNCTIONAL CLASS : ARTERIAL
CURRENT ADT : 1,050 VEH/DAY
POSTED SPEED : 45 MPH
LENGTH = 1.8 MILES
LIMITS : BLAKE MANOR RD TO BRAKER LANE EXTENSION
FEMA 100 YR FLOOD PLAN
PROPOSED DRAINAGE EASEMENTS
AND DETENTION PONDSPROPOSED WATER QUALITY
EXISTING CULVERTS
PROPOSED RETAINING WALL
LANE STRIPINGPROPOSED BICYCLE
STRIPINGPROPOSED LANE
PROPOSED CENTERLINE
PROPOSED SIDEWALK
PROPOSED CURB
PROPOSED SLOPE EASEMENTS
PROPOSED ROW
EXISTING ROW
FEMA 100 YR FLOOD PLAN
PROPOSED DRAINAGE EASEMENTS
AND DETENTION PONDSPROPOSED WATER QUALITY
EXISTING CULVERTS
PROPOSED RETAINING WALL
LANE STRIPINGPROPOSED BICYCLE
STRIPINGPROPOSED LANE
PROPOSED CENTERLINE
PROPOSED SIDEWALK
PROPOSED CURB
PROPOSED SLOPE EASEMENTS
PROPOSED ROW
EXISTING ROW
FEMA 100 YR FLOOD PLAN
PROPOSED DRAINAGE EASEMENTS
AND DETENTION PONDSPROPOSED WATER QUALITY
EXISTING CULVERTS
PROPOSED RETAINING WALL
LANE STRIPINGPROPOSED BICYCLE
STRIPINGPROPOSED LANE
PROPOSED CENTERLINE
PROPOSED SIDEWALK
PROPOSED CURB
PROPOSED SLOPE EASEMENTS
PROPOSED ROW
EXISTING ROW
546.93
544.06
545.24
546.36
547.42
548.35
549.28
550.07
550.65
551.33
552.11
552.70
552.86
553.01
553.45
553.99
554.19
554.36
553.79
553.71
554.09
554.08
553.84
553.05
552.77
552.49
551.86
551.44
550.91
550.24
549.71
549.44
549.04
548.17
547.55
547.01
546.51
545.99
545.55
544.86
543.77
542.74
541.71
540.58
539.48
538.27
536.97
535.71
534.57
533.42
532.10
530.75
529.75
529.01
528.25
527.49
526.72
526.01
525.34
524.65
523.97
523.44
522.81
522.16
521.66
521.25
520.85
520.53
520.26
520.11
520.00
519.98
520.06
520.22
520.34
520.49
520.66
520.78
521.02
521.10
521.17
521.14
521.10
521.13
521.21
521.32
521.24
521.13
521.14
521.21
521.29
521.25
521.18
520.89
520.54
520.11
520.05
519.95
519.78
519.56
519.41
519.25
519.15
519.10
519.00
518.74
518.55
518.36
518.15
517.84
517.79
517.78
517.68
517.49
517.23
517.23
517.06
517.11
517.36
517.56
517.92
518.27
518.65
519.06
519.40
519.69
520.06
520.79
521.37
522.19
522.68
523.45
524.25
525.03
525.74
526.53
527.25
527.95
528.77
529.85
530.92
531.81
532.20
532.65
532.68
532.72
533.40
534.44
535.31
536.19
537.04
537.81
538.57
539.36
540.19
541.01
541.82
542.62
543.24
543.81
544.56
545.40
546.38
547.34
548.34
549.32
551.96
552.27
551.34
552.32
552.61
553.48
554.36
555.14
555.97
556.88
557.77
558.42
559.14
559.43
560.16
560.84
561.11
561.58
561.96
562.30
562.88
563.55
564.16
564.77
565.40
566.11
566.79
567.43
568.09
568.64
568.99
569.60
570.08
570.49
571.14
571.69
572.32
572.89
573.39
573.87
574.29
574.74
575.23
575.71
576.20
576.64
577.76
578.27
578.63
578.94
579.36
579.69
580.21
580.49
580.79
581.17
581.47
581.80
582.11
581.95
582.23
582.55
582.91
583.12
583.30
583.55
583.86
584.11
584.39
584.65
584.96
585.25
585.49
585.66
585.93
586.08
586.21
586.39
586.58
586.72
586.89
587.08
587.23
587.34
587.46
587.58
587.58
587.62
587.76
587.70
587.62
587.75
587.81
587.87
587.95
588.15
588.33
588.33
588.30
588.49
588.62
588.70
588.66
588.82
588.88
588.97
589.01
589.05
589.08
589.17
589.31
589.45
589.53
589.63
589.76
589.78
589.84
589.95
589.97
590.12
590.22
590.29
590.34
590.34
590.34
590.52
590.67
590.94
591.19
591.36
591.88
592.06
591.57
591.71
591.84
591.98
591.70
591.89
592.10
592.16
592.28
592.47
593.08
593.55
593.70
593.52
593.44
594.08
593.38
593.46
593.62
593.75
593.90
594.07
594.23
594.38
594.44
594.50
594.55
594.54
594.53
594.62
594.69
594.80
594.87
594.96
595.13
595.31
595.23
595.20
595.21
595.26
595.33
595.54
595.68
595.81
595.92
596.06
596.23
596.39
596.49
596.58
596.65
596.69
596.75
596.91
597.08
597.26
597.67
597.81
597.66
597.69
597.72
597.69
597.60
597.54
597.65
597.57
597.50
597.37
597.30
597.26
597.09
597.02
596.82
596.85
596.91
596.93
596.98
597.06
597.18
597.32
597.57
597.81
597.61
597.60
597.58
597.65
597.79
597.91
597.87
597.83
597.80
597.74
597.70
597.80
597.89
597.84
597.79
597.76
597.77
597.69
597.64
597.55
597.53
597.53
597.44
597.58
599.19
599.64
599.12
597.93
597.63
597.29
597.11
596.95
597.19
598.30
598.40
598.48
598.40
K = 109
ex = 4.13'
547.55
548.53
549.47
550.35
551.18
551.96
552.69
553.37
554.00
554.58
555.11
555.60
556.03
556.41
556.74
557.02
557.25
557.43
557.56
557.64
557.67
557.65
557.58
557.46
557.29
557.07
556.81
556.49
556.12
555.70
555.23
554.71
554.14
553.52
552.85
552.13
551.36
550.54
549.67
548.75
547.78
546.78
545.78
544.78
543.78
542.78
541.78
540.78
539.78
538.78
537.78
536.78
535.78
534.78
533.78
532.78
531.82
530.89
529.99
529.14
528.32
527.53
526.79
526.08
525.41
524.77
524.17
523.61
523.08
522.59
522.14
521.72
521.34
521.00
520.69
520.42
520.19
520.00
519.84
519.71
519.63
519.58
519.57
519.59
519.65
519.74
519.84
519.94
520.04
520.14
520.24
520.34
520.44
520.54
520.64
520.74
520.84
520.94
521.04
521.14
521.24
521.34
521.44
521.54
521.64
521.74
521.84
521.95
522.05
522.15
522.25
522.35
522.45
522.55
522.65
522.75
522.85
522.95
523.05
523.15
523.27
523.44
523.66
523.93
524.25
524.63
525.05
525.52
526.05
526.62
527.25
527.92
528.64
529.42
530.25
531.12
532.00
532.88
533.76
534.64
535.52
536.40
537.28
538.16
539.04
539.92
540.80
541.68
542.56
543.44
544.32
545.20
546.08
546.96
547.84
548.72
549.58
550.42
551.23
552.02
552.78
553.51
554.21
554.89
555.54
556.17
556.77
557.34
557.88
558.40
558.90
559.36
559.80
560.24
560.68
561.12
561.56
562.00
562.44
562.88
563.32
563.76
564.20
564.64
565.08
565.52
565.96
566.40
566.84
567.28
567.72
568.16
568.60
569.04
569.48
569.92
570.36
570.80
571.24
571.68
572.12
572.56
573.00
573.44
573.88
574.32
574.76
575.20
575.64
576.08
576.52
576.96
577.40
577.84
578.28
578.72
579.16
579.60
580.04
580.48
580.92
581.36
581.80
582.24
582.68
583.12
583.56
584.00
584.43
584.83
585.20
585.54
585.86
586.14
586.41
586.64
586.85
587.03
587.18
587.31
587.41
587.51
587.61
587.71
587.81
587.91
588.01
588.11
588.21
588.31
588.41
588.51
588.61
588.71
588.81
588.91
589.01
589.11
589.21
589.31
589.41
589.51
589.61
589.71
589.81
589.91
590.01
590.11
590.21
590.31
590.41
590.51
590.61
590.71
590.81
590.91
591.01
591.11
591.21
591.31
591.41
591.51
591.61
591.71
591.81
591.91
592.01
592.11
592.21
592.31
592.41
592.51
592.61
592.71
592.81
592.91
593.01
593.11
593.21
593.31
593.41
593.51
593.61
593.71
593.81
593.91
594.01
594.11
594.21
594.31
594.41
594.51
594.61
594.71
594.81
594.91
595.01
595.11
595.21
595.31
595.41
595.51
595.61
595.71
595.81
595.91
596.01
596.11
596.21
596.31
596.41
596.51
596.61
596.71
596.81
596.91
597.01
597.11
597.21
597.31
597.41
597.51
597.61
597.71
597.81
597.91
598.01
598.11
598.21
598.31
598.41
598.51
598.61
598.71
598.81
598.91
599.01
599.11
599.21
599.31
599.41
599.51
599.61
599.71
599.81
599.91
600.01
600.11
600.21
600.31
600.40
600.47
600.51
600.52
600.51
600.47
600.40
600.31
600.21
600.11
600.01
599.91
599.81
599.70
599.60
599.50
599.40
599.30
599.20
599.10
599.00
598.90
598.80
598.74
598.73
598.77
598.87
599.03
599.24
599.50
599.82
600.19
600.57
600.93
600.53
600.13
599.76
599.45
599.20
599.01
598.88
598.77
598.66
598.56
598.45
598.35
VP
C 84
+85.84
EL.
= 600.34 '
598.25
5.0% 5.0 %
5.0%
0.5%
4.4% 2.2%
2.2% 0.5%
0.5% 0.5% 0.5% 1.9% 2.0%
2.0%
521.21
562.44
0.5%
VP
C 91
+99.19
EL.
=600.14 '
VP
T 92
+99.19
EL.
=598.88 '
VP
T 91
+15.70
EL.
=600.10 '
VP
C 89
+35.70
EL.
=598.82 '
VP
T 86
+35.84
EL.
=600.33 '
VP
T 58
+88.95
EL.
=587.35 '
VP
C 56
+38.95
EL.
=583.98 '
VP
T 45
+28.95
EL.
=559.56 '
VP
C 41
+98.95
EL.
=548.67 '
VP
T 37
+91.67
EL.
=530.75 '
VP
C 34
+81.67
EL.
=523.15 '
VP
T 27
+91.58
EL.
=519.70 '
VP
T 19
+01.92
EL.
=547.68 '
VP
C 11
+01.92
EL.
=547.65 '
VP
C 21
+91.58
EL.
=533.20 '
STA = 15+01.92
EL = 567.68'
L = 800.00'
K = 80
ex = -10.01'
STA = 24+91.58
EL = 518.20'
L = 600.00'
0.5%STA = 36+36.67
EL = 523.93'
L = 310.00'
K = 79
ex = 1.51'
4.4%
STA = 43+63.95
EL = 555.93'
L = 330.00'
K = 150
ex = -0.91'
STA = 57+63.95
EL = 586.73'
L = 250.00'
K = 147
ex = -0.53'
STA = 85+60.84
EL = 600.71'
L = 150.00'
K = 149
ex = -0.19'
STA = 90+25.70
EL = 598.36'
L = 180.00'
K = 74
ex = 0.55'
STA = 91+59.19
EL = 600.94'
STA = 92+49.19
EL = 599.14'
L = 100.00'
K = 68
ex = 0.18'
1.9%
CLUB DEAL 120WHISPER VALLEY LP
CLUB DEAL 120WHISPER VALLEY LP
ELLA LOUISE LIND
ELLA
LOUISE
LIND
ELLE
LOUISE
LIND
WALTER S CHAMBERLAIN
ELLA LOUISE LIND
LILLIAN M NELSON - TRUST
ELLA G LIND
ROBERT M SCHOOLFIELD
CATHY D BURTELLA
L G
LIND
CROWES NESTFARMS INCCROWES NEST
FARMS INC
MANVILLE WSC
CLUB DEAL 120 WHISPER VALLEY LP
BLA
KE
MA
NO
R
RO
AD
TYPICAL SECTION
TRAFFIC CONTROL PHASE 3
TRAFFIC CONTROL PHASE 4
TRAFFIC CONTROL PHASE 2
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00
508
512
516
520
524
528
532
536
540
544
548
552
556
560
564
568
572
576
580
584
588
592
596
600
[
[
MAX4:1
MAX
4:1
MAX4:1
MAX
4:1
[
MAX
4:1
FROM STA 83+00.15 TO 91+20.86
FROM STA 10+87.56 TO 46+01.00
FROM STA 46+01.00 TO 83+00.15
FROM STA 92+00.00 TO 94+19.13
MAX4:1
2.0%2.0%
2.0% 2.0%
2.0% 2.0%2.0%
2.0% 2.0%
2.0%
PR
OP
OS
ED
RO
W
PR
OP
OS
ED
RO
W
PR
OP
OS
ED
RO
W
PR
OP
OS
ED
RO
W
PR
OP
OS
ED
RO
W
PR
OP
OS
ED
RO
W
2'2'
2' 2'
TYPICAL SECTION
TYPICAL SECTIONL
AN
E
EX
TE
NSIO
NF
UT
UR
E
BR
AK
ER
[
PR
OP
OS
ED
RO
W
PR
OP
OS
ED
RO
W
2'
FROM STA 10+87.56 TO 61+00.00
FROM STA 10+87.56 TO 61+00.00
[
PR
OP
OS
ED
RO
W
PR
OP
OS
ED
RO
W
2'
[
PR
OP
OS
ED
RO
W
PR
OP
OS
ED
RO
W
2'
FROM STA 61+00.00 TO 92+00.00
[
PR
OP
OS
ED
RO
W
PR
OP
OS
ED
RO
W
2'
FROM STA 61+00.00 TO 92+00.00
TRAFFIC CONTROL PHASE 3
[
FROM STA 92+00.00 TO 94+19.13
2.0%2.0%
PR
OP
OS
ED
RO
W
PR
OP
OS
ED
RO
W
TRAFFIC CONTROL PHASE 4
PR
EFFE
RE
D
ALIG
NM
EN
T
508
512
516
520
524
528
532
536
540
544
548
552
556
560
564
568
572
576
580
584
588
592
596
600
508
512
516
520
524
528
532
536
540
544
548
552
556
560
564
568
572
576
580
584
588
592
596
600
POT 129+65.05
1+002+00
3+004+00 5+00 6+00 7+00 8+00 9+00
10+00
11+00
12+00
13+00
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+0029+00
30+0031+00
32+0033+00
34+0035+00
36+0037+00
38+0039+00
40+0041+00
42+0043+00
44+0045+00
46+0047+00
48+0049+00
50+0051+00
52+0053+00
54+0055+00
56+00 57+00
58+00
59+00
60+00
61+00
62+00
63+00
64+00
65+00
66+00
67+00
68+00
69+00
70+00
71+00
72+00
73+00
74+00
75+00
76+00
77+00
78+00
79+00
80+00
81+00
82+00
83+00
84+00
85+00 86+00
87+00
88+00
89+00
90+00
91+00
92+00
93+00
94+00
TL1
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