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ROBERT S. LIGHT BLVD
FROM: RM967 AT ROBERT S. LIGHT BLVD TO: FM1626 PRELIMINARY DESIGN SCHEMATIC HAYS COUNTY MARCH 2014 CSJ: 0914-33-068
FROM: RM967 AT ROBERT S. LIGHT BLVD TO: FM1626 PRELIMINARY DESIGN SCHEMATIC HAYS COUNTY MARCH 2014 CSJ: 0914-33-068
1085+00
ROBERT S. LIGHT BLVD
= 100+00.00 = 195+60.00 BEGIN STA END STATION 9,560 1.81 NET LENGTH OF ROADWAY = FT = MI NONE EQUATIONS:
BEGIN STA END STATION = 100+00.00 = 195+60.00 NET LENGTH OF ROADWAY = FT = MI 9,560 1.81 EQUATIONS: NONE
HDR Engineering, Inc.
HDR Engineering, Inc.
4401 West Gate Blvd., Suite 400
4401 West Gate Blvd., Suite 400
Austin, Texas 78745
Austin, Texas 78745
Texas Registered Engineering Firm F-754
Texas Registered Engineering Firm F-754 PRELIMINARY-FOR INFORMATION ONLY
THIS DOCUMENT IS RELEASED FOR THE
THIS DOCUMENT IS RELEASED FOR THE
PURPOSE OF INTERIM REVIEW AND IS
PURPOSE OF INTERIM REVIEW AND IS
1080+00
PRELIMINARY-FOR INFORMATION ONLY
NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES. Supervised By: ALLEN R. CROZIER
BIDDING, OR PERMITTING PURPOSES. Supervised By: ALLEN R. CROZIER
81450
P.E. Serial No.
81450
P.E. Serial No.
4/3/2014
Date:
NOT TO BE USED FOR CONSTRUCTION,
NOT A BIDDING DOCUMENT
4/3/2014
Date:
NOT A BIDDING DOCUMENT
S
S
20'
[ TRUCK BYPASS
1075+00
[ TRUCK BYPASS
44'
72'
44'
ROADWAY
MEDIAN
ROADWAY
S
CE NT E X MAT E R I AL S
20'
20'
44'
72'
44'
ROADWAY
MEDIAN
ROADWAY
20'
30'
30'
HORIZONTAL CLEAR
HORIZONTAL CLEAR
2'
10'
12'
12'
10'
2'
2'
10'
12'
12'
10'
2'
BUFFER
SHLDR
LANE
LANE
SHLDR
BUFFER
BUFFER
SHLDR
LANE
LANE
SHLDR
BUFFER
SIGN
S
SIGN
S
30'
30'
30'
30'
HORIZONTAL CLEAR
HORIZONTAL CLEAR
HORIZONTAL CLEAR
HORIZONTAL CLEAR
2'
10'
12'
12'
10'
2'
2'
10'
12'
12'
10'
2'
BUFFER
SHLDR
LANE
LANE
SHLDR
BUFFER
BUFFER
SHLDR
LANE
LANE
SHLDR
BUFFER
PROPOSED ROW
30' HORIZONTAL CLEAR
PROPOSED ROW
30' HORIZONTAL CLEAR
PROPOSED ROW
PROPOSED ROW
TFP
S TFP
TFP
S S TFP
4:1
TFP TFP T
PIPE TFP TANK
PROPOSED ULTIMATE TRUCK BYPASS TYPICAL ROADWAY SECTION
PIPE
FM
36'
12'
12'
10'
2'
BUFFER
SHLDR
LANE
LANE
SHLDR
BUFFER
4:1
150+00
CI FI C IO 155+00
160+00
165+00
170+00
175+00
200' PROPOSED ROW 20'
190+00
00 0+ 13
44'
36'
ROADWAY
R OB E R T S L I GHT B OUL E VAR D
180+00
+00 135
CE NT E X MAT E R I AL S
1 3:
EDWARDS AQUIFER TRANSITION ZONE
185+00
1 3:
4:1
N
FM 145+00
140+00
FM
6:1
6:1
6:1
BEGIN (WEST LIMIT)
S
PROPOSED ROW
4:1
PROPOSED ROW
PROPOSED ROW
GATE
GATE
3: 1
GIS PROPERTY LINES
BEGIN BRIDGES
GATE
2.0%
2.0%
2.0%
[ TRUCK BYPASS
GIS PROPERTY LINES
2770
10'
YOR VE CON
1065+00
2'
PROPOSED ROW
PROPOSED ROW
30'
T L E B
GATE
LP
B R A N C H
ROADWAY
HORIZONTAL CLEAR
CE NT E X MAT E R I AL S
U S T A N G CE NT E X MAT E R I AL S
10:1
PROPOSED ULTIMATE TRUCK BYPASS TYPICAL ROADWAY SECTION
FM
M
200' PROPOSED ROW
30'
10:1
UN
1626
TFP
[ TRUCK BYPASS
HORIZONTAL CLEAR
2.0%
6:1
PA
GIS PROPERTY LINES
EDWARDS AQUIFER RECHARGE ZONE
2770
CE NT E X MAT E R I AL S
44'
4:1
TFP TFP
BEGIN (EAST LIMIT)
20'
2.0%
2.0%
3: 1
1 3:
195+00
30'
30'
HORIZONTAL CLEAR
HORIZONTAL CLEAR
2'
10'
12'
12'
10'
2'
BUFFER
SHLDR
LANE
LANE
SHLDR
BUFFER
PROPOSED ROW
6:1
PROPOSED ROW
2.0%
END BRIDGES
2.0%
2.0%
3: 1 PROPOSED ROW
4:1
6:1
6:1
4:1
1 3:
967
10:1
967
10:1
CK S
2.0%
6:1
1070+00
4:1
TR A
2.0%
2.0%
3: 1
FM
END (EAST LIMIT) EDWARDS AQUIFER TRANSITION ZONE BEGIN (WEST LIMIT) EDWARDS AQUIFER CONTRIBUTING ZONE PROPOSED ROW
S
PROPOSED INTERIM TRUCK BYPASS TYPICAL ROADWAY SECTION
WITHIN THE TRANSITION ZONE
00 5+ 12
PROPOSED ROW
PROPOSED INTERIM TRUCK BYPASS TYPICAL ROADWAY SECTION
1060+00
EXISTING ROW
0 120+0
END BRIDGES
115+00
110+00
105+00
100+00
GIS PROPERTY LINES
BEGIN BRIDGES
PROPOSED ROW W
SIGN
PROPOSED ROW
EXISTING ROW
S
UM L P
KALISPEL
EAST
ULTIMATE ROADWAY
GIS PROPERTY LINES
LAS CRUCES
SUN
PROPOSED RIGHT OF WAY
LOM A VERDE
EXISTING RIGHT OF WAY
SI LK STOCKI NG
H ORT OF G
KARA ARI
Pop 1,795
MH
LEGEND
SEQUOYAH
BUDA
LA JOLLA
PROJECT LOCATION MAP SIGN
CEDAR
C H
M ANDAN
N
AU ST I N MA I N
S
B R A
BL UF F
1626
G
INTERIM ROADWAY
STA TA VI BONI
PROPOSED BRIDGE
N
FM
1055+00
INTERIM ROADWAY
U S T A
BONNET
LAS CRUCES
LOM A VERDE
SI LK STOCKI NG
SUN
BONNET
H ORT OF G
KARA ARI
SEQUOYAH
EAST
LA JOLLA
UM L P
KALISPEL
STA TA VI BONI
Pop 1,795
LEGEND
CEDAR
BL UF F
BUDA
M ANDAN
PROJECT LOCATION MAP
AU ST I N MA I N
M
PROPOSED BRIDGE
ULTIMATE ROADWAY
EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY GIS PROPERTY LINES
SIGN
TRANSITION ZONE ONI ON
35
CR E E K
TRANSITION ZONE ONI ON
CONTRIBUTING ZONE
END PROJECT
35
CR E E K
RECHARGE ZONE
RECHARGE ZONE
SURVEY
BEGIN PROJECT
SURVEY
BEGIN PROJECT
TREES
TREES BRUSH\VEGETATION LIMITS
1050+00
BRUSH\VEGETATION LIMITS
1626 2770
1626 2770
Barton
Barton
PLOTTED ON: 4/3/2014
4 S
100
50
0
100
1045+00
DESIGN FILE NAME: \
4
R
R
200
100
HORIZONTAL SCALE 1" = 200'
SHEET 1 OF 1
CONTRIBUTING ZONE
END PROJECT
50
0
100
200
HORIZONTAL SCALE 1" = 200'
SHEET 1 OF 1
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