robert s. light blvd robert s. light blvd - Hays County

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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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