Anderson Mill Road Appendix A: Preliminary Plan

BIKE

LANE

OR

NONE

EXISTING TYPICAL SECTION

NTS

45'+/-

10'

RO

W

C

ROW VARIES

(90' +/-)

11'

RO

W

4'

25'+/-

45'+/-

20'+/-

ROADSIDE

DITCH W/ OR

W/OUT

SIDEWALK

(VARIES)

L

BIKE

LANE

OR

NONE

10'

11'

4'

25'+/-20'+/-

ROADSIDE

DITCH W/ OR

W/OUT

SIDEWALK

(VARIES)

BIKE

LANE

OR

NONE

4'

MIN.

4'

MIN.

ALTERNATIVE A - TYPICAL SECTION (MINIMUM ROW ACQUISITION)

NTS

ALTERNATIVE B - TYPICAL SECTION (PER STREET DESIGN GUIDE DRAFT RELEASE JUNE,2017)

NTS

RE

V.

NO

.

SURVEY BY

DRAWN BY

CHECKED BY

DESIGNED BY

REVIEWED BY

NOTES NAME DATE

BY

DA

TE

RE

VIS

IO

N D

ES

CR

IP

TIO

N

THIS DOCUMENT IS RELEASED

FOR THE PURPOSE OF INTERIM

REVIEW UNDER

THE AUTHORITY OF

IT IS NOT TO BE USED FOR

CONSTRUCTION, BIDDING OR

PERMIT PURPOSES.

PRELIMINARY

02/08/2018.

LIC. # 96436

XIAOQIN ZHANG, P.E.

OF

RE

V.

NO

.

SURVEY BY

DRAWN BY

CHECKED BY

DESIGNED BY

REVIEWED BY

NOTES NAME DATE

BY

DA

TE

RE

VIS

IO

N D

ES

CR

IP

TIO

N

CIT

Y O

F A

US

TIN

, T

EX

AS

AN

DE

RS

ON

M

ILL R

OA

D R

EG

IO

NA

L M

OB

ILIT

Y IM

PR

OV

EM

EN

TS

SP

IC

EW

OO

D P

AR

KW

AY

T

O U

S 183

GE

NE

RA

L R

OA

D T

YP

ICA

L S

EC

TIO

NS

 

GE

NE

RA

L R

OA

D T

YP

IC

AL

S

EC

TIO

NS

 

CP-301 13 36

N/A N/A

JT/EZ 4/17

JT/EZ 4/17

EZ/CG 4/17

ESD 4/17

  

  

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

2/8/2018 10:59 A

MN

:\T

EA

M4\A

TD

_A

ND

ER

SO

N_M

ILL_R

D\D

WG

\P

RO

DU

CT

IO

N_F

ILE

S\D

WG

\A

NM

R-C

-R

D-T

YP

X-O

PT

1.D

WG

, C

OA

_P

DF

_22X

34, C

OA

_E

SD

.S

TB

TH

IV

AK

AR

AN

, JO

TH

IK

A

DE

PA

RT

ME

NT

O

F P

UB

LIC

W

OR

KS

EN

GIN

EE

RIN

G S

ER

VIC

ES

D

IV

IS

IO

N

NOTE: OUTSIDE TRAVEL LANE

MINIMUM IS ABOUT 11 FEET FOR

RESTRICTED ROW SECTIONS

ENGINEERING SERVICES

ESD

D I V I S I O N

4.7' 9.6' 10.6' 9.6' 10.3' 4.5'

89.7'

EXISTING TYPICAL SECTION (SPICEWOOD PARKWAY TO OLSON DR.)

NTS

49.3'

11.0' 10.6' 12.0' 10.5' 11.0' 8.0'

89.7'

PROPOSED TYPICAL SECTION (SPICEWOOD PARKWAY TO OLSON DR.)

NTS

55.0'

8.0'

5.1'

10.2' 10.2' 11.1' 10.1' 4.6'

90.0'15.0'

EXISTING TYPICAL SECTION (OLSON DR. TO SWAN DRIVE)

NTS

51.4'

3.7'

8.0'11.7' 10.5' 12.0' 10.4' 12.5'

90.0'15.0'

PROPOSED TYPICAL SECTION (OLSON DR. TO SWAN DRIVE)

NTS

57.2'

3.7'

RE

V.

NO

.

SURVEY BY

DRAWN BY

CHECKED BY

DESIGNED BY

REVIEWED BY

NOTES NAME DATE

BY

DA

TE

RE

VIS

IO

N D

ES

CR

IP

TIO

N

THIS DOCUMENT IS RELEASED

FOR THE PURPOSE OF INTERIM

REVIEW UNDER

THE AUTHORITY OF

IT IS NOT TO BE USED FOR

CONSTRUCTION, BIDDING OR

PERMIT PURPOSES.

PRELIMINARY

02/08/2018.

LIC. # 96436

XIAOQIN ZHANG, P.E.

OF

RE

V.

NO

.

SURVEY BY

DRAWN BY

CHECKED BY

DESIGNED BY

REVIEWED BY

NOTES NAME DATE

BY

DA

TE

RE

VIS

IO

N D

ES

CR

IP

TIO

N

CIT

Y O

F A

US

TIN

, T

EX

AS

AN

DE

RS

ON

M

ILL R

OA

D R

EG

IO

NA

L M

OB

ILIT

Y IM

PR

OV

EM

EN

TS

SP

IC

EW

OO

D P

AR

KW

AY

T

O U

S 183

PR

OP

OS

ED

R

OA

D T

YP

IC

AL

S

EC

TIO

NS

SH

EE

T 1

O

F 2

PR

OP

OS

ED

R

OA

D T

YP

IC

AL S

EC

TIO

NS

- S

HE

ET

1 O

F

2

 

CP-302 14 36

N/A N/A

JT/EZ 4/17

JT/EZ 4/17

EZ/CG 4/17

ESD 4/17

  

  

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

2/8/2018 10:59 A

MN

:\T

EA

M4\A

TD

_A

ND

ER

SO

N_M

ILL_R

D\D

WG

\P

RO

DU

CT

IO

N_F

ILE

S\D

WG

\A

NM

R-C

-R

D-T

YP

X-O

PT

1.D

WG

, C

OA

_P

DF

_22X

34, C

OA

_E

SD

.S

TB

TH

IV

AK

AR

AN

, JO

TH

IK

A

DE

PA

RT

ME

NT

O

F P

UB

LIC

W

OR

KS

EN

GIN

EE

RIN

G S

ER

VIC

ES

D

IV

IS

IO

N

ENGINEERING SERVICES

ESD

D I V I S I O N

4.8' 10.8' 10.0' 10.4' 10.3' 4.4'5.9'

EXISTING TYPICAL SECTION (SWALLOW DRIVE TO DRIVEWAY)

NTS

107.7'

50.7'

11.0' 10.0' 12.0' 11.1' 11.0'8.0'

PROPOSED TYPICAL SECTION (SWALLOW DRIVE TO DRIVEWAY)

NTS

107.7'

55.1'

3.8' 12.1' 9.3' 9.6' 12.4'

13.0'

60.3'

85.5'

EXISTING TYPICAL SECTION (ANDERSON MILL AT US183)

NTS

11.0' 10.5' 11.1' 11.0' 10.0' 11.1'

64.7'

85.5'

PROPOSED TYPICAL SECTION (ANDERSON MILL AT US183)

NTS

4.7'8.0'

RE

V.

NO

.

SURVEY BY

DRAWN BY

CHECKED BY

DESIGNED BY

REVIEWED BY

NOTES NAME DATE

BY

DA

TE

RE

VIS

IO

N D

ES

CR

IP

TIO

N

THIS DOCUMENT IS RELEASED

FOR THE PURPOSE OF INTERIM

REVIEW UNDER

THE AUTHORITY OF

IT IS NOT TO BE USED FOR

CONSTRUCTION, BIDDING OR

PERMIT PURPOSES.

PRELIMINARY

02/08/2018.

LIC. # 96436

XIAOQIN ZHANG, P.E.

OF

RE

V.

NO

.

SURVEY BY

DRAWN BY

CHECKED BY

DESIGNED BY

REVIEWED BY

NOTES NAME DATE

BY

DA

TE

RE

VIS

IO

N D

ES

CR

IP

TIO

N

CIT

Y O

F A

US

TIN

, T

EX

AS

AN

DE

RS

ON

M

ILL R

OA

D R

EG

IO

NA

L M

OB

ILIT

Y IM

PR

OV

EM

EN

TS

SP

IC

EW

OO

D P

AR

KW

AY

T

O U

S 183

PR

OP

OS

ED

R

OA

D T

YP

IC

AL

S

EC

TIO

NS

SH

EE

T 2

O

F 2

PR

OP

OS

ED

R

OA

D T

YP

IC

AL S

EC

TIO

NS

- S

HE

ET

2 O

F

2

 

CP-303 15 36

N/A N/A

JT/EZ 4/17

JT/EZ 4/17

EZ/CG 4/17

ESD 4/17

  

  

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

2/8/2018 10:59 A

MN

:\T

EA

M4\A

TD

_A

ND

ER

SO

N_M

ILL_R

D\D

WG

\P

RO

DU

CT

IO

N_F

ILE

S\D

WG

\A

NM

R-C

-R

D-T

YP

X-O

PT

1.D

WG

, C

OA

_P

DF

_22X

34, C

OA

_E

SD

.S

TB

TH

IV

AK

AR

AN

, JO

TH

IK

A

DE

PA

RT

ME

NT

O

F P

UB

LIC

W

OR

KS

EN

GIN

EE

RIN

G S

ER

VIC

ES

D

IV

IS

IO

N

ENGINEERING SERVICES

ESD

D I V I S I O N

SPIC

EWO

OD

PA

RK

WA

Y(7

0' R

.O.W

.)

ANDERSON MILL ROAD(R.O.W. VARIES)

WA

GO

N G

AP

DR

IVE

(50'

R.O

.W.)

EX. ROW

88.6'

SPIC

EWO

OD

PA

RK

WA

Y(7

0' R

.O.W

.)

ANDERSON MILL ROAD(R.O.W. VARIES)

WA

GO

N G

AP

DR

IVE

(50'

R.O

.W.)

EX. ROW

10.0'

10.0'

10.0'

11.5'

10.0'

10.0'

11.0'

8.0'

7.0'

12.0'

10.0'

7.5'

10.0'

12.0'

88.6'

0

HORIZONTAL SCALE IN FEET

VERTICAL SCALE IN FEET

20 40

RE

V.

NO

.

SURVEY BY

DRAWN BY

CHECKED BY

DESIGNED BY

REVIEWED BY

NOTES NAME DATE

BY

DA

TE

RE

VIS

IO

N D

ES

CR

IP

TIO

N

THIS DOCUMENT IS RELEASED

FOR THE PURPOSE OF INTERIM

REVIEW UNDER

THE AUTHORITY OF

IT IS NOT TO BE USED FOR

CONSTRUCTION, BIDDING OR

PERMIT PURPOSES.

PRELIMINARY

02/08/2018.

LIC. # 96436

XIAOQIN ZHANG, P.E.

LEGEND

EXISTING ROW

SHARED USE PATH

OF

RE

V.

NO

.

SURVEY BY

DRAWN BY

CHECKED BY

DESIGNED BY

REVIEWED BY

NOTES NAME DATE

BY

DA

TE

RE

VIS

IO

N D

ES

CR

IP

TIO

N

CIT

Y O

F A

US

TIN

, T

EX

AS

AN

DE

RS

ON

M

ILL R

OA

D R

EG

IO

NA

L M

OB

ILIT

Y IM

PR

OV

EM

EN

TS

SP

IC

EW

OO

D P

AR

KW

AY

T

O U

S 183

IN

TE

RS

EC

TIO

N P

LA

N

SP

IC

EW

OO

D P

AR

KW

AY

IN

TE

RS

EC

TIO

N P

LA

N S

PIC

EW

OO

D P

AR

KW

AY

 

CP-101 16 36

N/A N/A

JT/EZ 4/17

JT/EZ 4/17

EZ/CG 4/17

ESD 4/17

  

  

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

2/8/2018 10:59 A

MN

:\T

EA

M4\A

TD

_A

ND

ER

SO

N_M

ILL_R

D\D

WG

\P

RO

DU

CT

IO

N_F

ILE

S\D

WG

\A

NM

R-C

-R

D-R

WA

Y_O

PT

1.D

WG

, C

OA

_P

DF

_22X

34, C

OA

_E

SD

.S

TB

TH

IV

AK

AR

AN

, JO

TH

IK

A

DE

PA

RT

ME

NT

O

F P

UB

LIC

W

OR

KS

EN

GIN

EE

RIN

G S

ER

VIC

ES

D

IV

IS

IO

N

EXISTING

PROPOSED

OLSO

N RO

AD(6

0' R.

O.W

.)

MIL

LWR

IGH

T PK

WY

(60'

R.O

.W.)

ANDERSON MILL ROAD(R.O.W. VARIES)

90.5'

90.1'

OLSO

N RO

AD(6

0' R.

O.W

.)

MIL

LWR

IGH

T PK

WY

(60'

R.O

.W.)

ANDERSON MILL ROAD(R.O.W. VARIES)

11.0'

10.0'

11.0'

12.0'

10.0'

11.0'

10.0'

12.0'

10.0'

11.0'

13.0'

10.0'

11.4'

10.0'

11.0'

8 F

T S

HA

RE

D U

SE

P

AT

H

8 F

T S

HA

RE

D U

SE

P

AT

H

8 F

T S

HA

RE

D U

SE

P

AT

H

8 F

T S

HA

RE

D U

SE

P

AT

H

90.5'

90.1'

0

HORIZONTAL SCALE IN FEET

VERTICAL SCALE IN FEET

20 40

RE

V.

NO

.

SURVEY BY

DRAWN BY

CHECKED BY

DESIGNED BY

REVIEWED BY

NOTES NAME DATE

BY

DA

TE

RE

VIS

IO

N D

ES

CR

IP

TIO

N

THIS DOCUMENT IS RELEASED

FOR THE PURPOSE OF INTERIM

REVIEW UNDER

THE AUTHORITY OF

IT IS NOT TO BE USED FOR

CONSTRUCTION, BIDDING OR

PERMIT PURPOSES.

PRELIMINARY

02/08/2018.

LIC. # 96436

XIAOQIN ZHANG, P.E.

LEGEND

EXISTING ROW

SHARED USE PATH

OF

RE

V.

NO

.

SURVEY BY

DRAWN BY

CHECKED BY

DESIGNED BY

REVIEWED BY

NOTES NAME DATE

BY

DA

TE

RE

VIS

IO

N D

ES

CR

IP

TIO

N

CIT

Y O

F A

US

TIN

, T

EX

AS

AN

DE

RS

ON

M

ILL R

OA

D R

EG

IO

NA

L M

OB

ILIT

Y IM

PR

OV

EM

EN

TS

SP

IC

EW

OO

D P

AR

KW

AY

T

O U

S 183

IN

TE

RS

EC

TIO

N P

LA

N

OL

SO

N D

RIV

E

IN

TE

RS

EC

TIO

N P

LA

N O

LS

ON

D

RIV

E

 

CP-102 17 36

N/A N/A

JT/EZ 4/17

JT/EZ 4/17

EZ/CG 4/17

ESD 4/17

  

  

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

2/8/2018 10:59 A

MN

:\T

EA

M4\A

TD

_A

ND

ER

SO

N_M

ILL_R

D\D

WG

\P

RO

DU

CT

IO

N_F

ILE

S\D

WG

\A

NM

R-C

-R

D-R

WA

Y_O

PT

1.D

WG

, C

OA

_P

DF

_22X

34, C

OA

_E

SD

.S

TB

TH

IV

AK

AR

AN

, JO

TH

IK

A

DE

PA

RT

ME

NT

O

F P

UB

LIC

W

OR

KS

EN

GIN

EE

RIN

G S

ER

VIC

ES

D

IV

IS

IO

N

EXISTING

PROPOSED

SWA

N D

RIV

E(5

0' R

.O.W

.)

SWA

N D

RIV

E(5

0' R

.O.W

.)

ANDERSON MILL ROAD(R.O.W. VARIES)

NEN

E D

RIV

E(5

0' R

.O.W

.)

90.0'

SWA

N D

RIV

E(5

0' R

.O.W

.)

SWA

N D

RIV

E(5

0' R

.O.W

.)

ANDERSON MILL ROAD(R.O.W. VARIES)

NEN

E D

RIV

E(5

0' R

.O.W

.)

12.5'

10.5'

10.5'

10.5'

11.0'

10.5'

12.0'

10.5'

12.0'

12.5'

12.5'

10.5'

12.5'

11.0'

10.0'

12.0'

10.0'

11.0'

8F

T S

HA

RE

D U

SE

P

AT

H

8 F

T S

HA

RE

D U

SE

P

AT

H

8 F

T S

HA

RE

D U

SE

P

AT

H

90.0'

0

HORIZONTAL SCALE IN FEET

VERTICAL SCALE IN FEET

20 40

RE

V.

NO

.

SURVEY BY

DRAWN BY

CHECKED BY

DESIGNED BY

REVIEWED BY

NOTES NAME DATE

BY

DA

TE

RE

VIS

IO

N D

ES

CR

IP

TIO

N

THIS DOCUMENT IS RELEASED

FOR THE PURPOSE OF INTERIM

REVIEW UNDER

THE AUTHORITY OF

IT IS NOT TO BE USED FOR

CONSTRUCTION, BIDDING OR

PERMIT PURPOSES.

PRELIMINARY

02/08/2018.

LIC. # 96436

XIAOQIN ZHANG, P.E.

LEGEND

EXISTING ROW

SHARED USE PATH

OF

RE

V.

NO

.

SURVEY BY

DRAWN BY

CHECKED BY

DESIGNED BY

REVIEWED BY

NOTES NAME DATE

BY

DA

TE

RE

VIS

IO

N D

ES

CR

IP

TIO

N

CIT

Y O

F A

US

TIN

, T

EX

AS

AN

DE

RS

ON

M

ILL R

OA

D R

EG

IO

NA

L M

OB

ILIT

Y IM

PR

OV

EM

EN

TS

SP

IC

EW

OO

D P

AR

KW

AY

T

O U

S 183

IN

TE

RS

EC

TIO

N P

LA

N

SW

AN

D

RIV

E

IN

TE

RS

EC

TIO

N P

LA

N S

WA

N D

RIV

E

 

CP-103 18 36

N/A N/A

JT/EZ 4/17

JT/EZ 4/17

EZ/CG 4/17

ESD 4/17

  

  

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

2/8/2018 10:59 A

MN

:\T

EA

M4\A

TD

_A

ND

ER

SO

N_M

ILL_R

D\D

WG

\P

RO

DU

CT

IO

N_F

ILE

S\D

WG

\A

NM

R-C

-R

D-R

WA

Y_O

PT

1.D

WG

, C

OA

_P

DF

_22X

34, C

OA

_E

SD

.S

TB

TH

IV

AK

AR

AN

, JO

TH

IK

A

DE

PA

RT

ME

NT

O

F P

UB

LIC

W

OR

KS

EN

GIN

EE

RIN

G S

ER

VIC

ES

D

IV

IS

IO

N

EXISTING

PROPOSED

UN

ITY C

HU

RC

H D

RIV

EWA

Y

(PRIV

ATE)

BET

HA

NY

CH

UR

CH

DR

IVEW

AY

(PR

IVA

TE)

109.0'

ANDERSON MILL ROAD(R.O.W. VARIES)

11.0'

10.5'

12.5'

11.0'

10.5'

10.0'

11.0'

10.0'

11.0'

8 F

T S

HA

RE

D U

SE

P

AT

H

8 F

T S

HA

RE

D U

SE

P

AT

H

8 F

T S

HA

RE

D U

SE

P

AT

H

11.5'

10.0'

UN

ITY C

HU

RC

H D

RIV

EWA

Y

(PRIV

ATE)

BET

HA

NY

CH

UR

CH

DR

IVEW

AY

(PR

IVA

TE)

109.0'

ANDERSON MILL ROAD(R.O.W. VARIES)

0

HORIZONTAL SCALE IN FEET

VERTICAL SCALE IN FEET

20 40

RE

V.

NO

.

SURVEY BY

DRAWN BY

CHECKED BY

DESIGNED BY

REVIEWED BY

NOTES NAME DATE

BY

DA

TE

RE

VIS

IO

N D

ES

CR

IP

TIO

N

THIS DOCUMENT IS RELEASED

FOR THE PURPOSE OF INTERIM

REVIEW UNDER

THE AUTHORITY OF

IT IS NOT TO BE USED FOR

CONSTRUCTION, BIDDING OR

PERMIT PURPOSES.

PRELIMINARY

02/08/2018.

LIC. # 96436

XIAOQIN ZHANG, P.E.

LEGEND

EXISTING ROW

SHARED USE PATH

OF

RE

V.

NO

.

SURVEY BY

DRAWN BY

CHECKED BY

DESIGNED BY

REVIEWED BY

NOTES NAME DATE

BY

DA

TE

RE

VIS

IO

N D

ES

CR

IP

TIO

N

CIT

Y O

F A

US

TIN

, T

EX

AS

AN

DE

RS

ON

M

ILL R

OA

D R

EG

IO

NA

L M

OB

ILIT

Y IM

PR

OV

EM

EN

TS

SP

IC

EW

OO

D P

AR

KW

AY

T

O U

S 183

IN

TE

RS

EC

TIO

N P

LA

N

AN

DE

RS

ON

M

IL

L C

UT

OF

F

IN

TE

RS

EC

TIO

N P

LA

N A

ND

ER

SO

N M

ILL C

UT

OF

F

 

CP-104 19 36

N/A N/A

JT/EZ 4/17

JT/EZ 4/17

EZ/CG 4/17

ESD 4/17

  

  

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

2/8/2018 11:00 A

MN

:\T

EA

M4\A

TD

_A

ND

ER

SO

N_M

ILL_R

D\D

WG

\P

RO

DU

CT

IO

N_F

ILE

S\D

WG

\A

NM

R-C

-R

D-R

WA

Y_O

PT

1.D

WG

, C

OA

_P

DF

_22X

34, C

OA

_E

SD

.S

TB

TH

IV

AK

AR

AN

, JO

TH

IK

A

DE

PA

RT

ME

NT

O

F P

UB

LIC

W

OR

KS

EN

GIN

EE

RIN

G S

ER

VIC

ES

D

IV

IS

IO

N

EXISTING

PROPOSED

9707

AN

DER

SON

MIL

L R

D

111.3'

97.0'

ANDERSON MILL ROAD(R.O.W. VARIES)

10.0'

12.0'

10.0'

10.9'

10.0'

11.0'

12.0'

10.0'

8 F

T S

HA

RE

D U

SE

P

AT

H

8 F

T S

HA

RE

D U

SE

P

AT

H

11.0'

8 F

T S

HA

RE

D U

SE

P

AT

H

PROP. 100FT TAPER

EXTEND EB RIGHT TURN BAY TO

780FT OF STORAGE AND 100FT TAPER

9707

AN

DER

SON

MIL

L R

D

111.3'

97.0'

ANDERSON MILL ROAD(R.O.W. VARIES)

0

HORIZONTAL SCALE IN FEET

VERTICAL SCALE IN FEET

20 40

RE

V.

NO

.

SURVEY BY

DRAWN BY

CHECKED BY

DESIGNED BY

REVIEWED BY

NOTES NAME DATE

BY

DA

TE

RE

VIS

IO

N D

ES

CR

IP

TIO

N

THIS DOCUMENT IS RELEASED

FOR THE PURPOSE OF INTERIM

REVIEW UNDER

THE AUTHORITY OF

IT IS NOT TO BE USED FOR

CONSTRUCTION, BIDDING OR

PERMIT PURPOSES.

PRELIMINARY

02/08/2018.

LIC. # 96436

XIAOQIN ZHANG, P.E.

LEGEND

EXISTING ROW

SHARED USE PATH

OF

RE

V.

NO

.

SURVEY BY

DRAWN BY

CHECKED BY

DESIGNED BY

REVIEWED BY

NOTES NAME DATE

BY

DA

TE

RE

VIS

IO

N D

ES

CR

IP

TIO

N

CIT

Y O

F A

US

TIN

, T

EX

AS

AN

DE

RS

ON

M

ILL R

OA

D R

EG

IO

NA

L M

OB

ILIT

Y IM

PR

OV

EM

EN

TS

SP

IC

EW

OO

D P

AR

KW

AY

T

O U

S 183

IN

TE

RS

EC

TIO

N P

LA

N

97

07

A

ND

ER

SO

N M

IL

L R

OA

D

IN

TE

RS

EC

TIO

N P

LA

N 9707 A

ND

ER

SO

N M

ILL R

OA

D

 

CP-105 20 36

N/A N/A

JT/EZ 4/17

JT/EZ 4/17

EZ/CG 4/17

ESD 4/17

  

  

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

2/8/2018 11:00 A

MN

:\T

EA

M4\A

TD

_A

ND

ER

SO

N_M

ILL_R

D\D

WG

\P

RO

DU

CT

IO

N_F

ILE

S\D

WG

\A

NM

R-C

-R

D-R

WA

Y_O

PT

1.D

WG

, C

OA

_P

DF

_22X

34, C

OA

_E

SD

.S

TB

TH

IV

AK

AR

AN

, JO

TH

IK

A

DE

PA

RT

ME

NT

O

F P

UB

LIC

W

OR

KS

EN

GIN

EE

RIN

G S

ER

VIC

ES

D

IV

IS

IO

N

EXISTING

PROPOSED

ANDERSON MILL ROAD(R.O.W. VARIES)

10.0'

11.0'

10.0'

11.0'

8.3'

10.5'

10.5'

11.0'

11.0'

EXTEND EB RIGHT TURN BAY TO

780FT OF STORAGE AND 100FT TAPER

PROP. 200FT RIGHT TURN

BAY WITH 50FT TAPER

PROP. ACCELERATION

LANE 720FT STORAGE

AND 230FT TAPER

11.0'

2.5'

8.0'

85.2'

ANDERSON MILL ROAD(R.O.W. VARIES)

90.1'

0

HORIZONTAL SCALE IN FEET

VERTICAL SCALE IN FEET

20 40

RE

V.

NO

.

SURVEY BY

DRAWN BY

CHECKED BY

DESIGNED BY

REVIEWED BY

NOTES NAME DATE

BY

DA

TE

RE

VIS

IO

N D

ES

CR

IP

TIO

N

THIS DOCUMENT IS RELEASED

FOR THE PURPOSE OF INTERIM

REVIEW UNDER

THE AUTHORITY OF

IT IS NOT TO BE USED FOR

CONSTRUCTION, BIDDING OR

PERMIT PURPOSES.

PRELIMINARY

02/08/2018.

LIC. # 96436

XIAOQIN ZHANG, P.E.

LEGEND

EXISTING ROW

SHARED USE PATH

PROP. ROW

OF

RE

V.

NO

.

SURVEY BY

DRAWN BY

CHECKED BY

DESIGNED BY

REVIEWED BY

NOTES NAME DATE

BY

DA

TE

RE

VIS

IO

N D

ES

CR

IP

TIO

N

CIT

Y O

F A

US

TIN

, T

EX

AS

AN

DE

RS

ON

M

ILL R

OA

D R

EG

IO

NA

L M

OB

ILIT

Y IM

PR

OV

EM

EN

TS

SP

IC

EW

OO

D P

AR

KW

AY

T

O U

S 183

WE

ST

IN

TE

RS

EC

TIO

N P

LA

N

US

1

83

S

. F

RO

NT

AG

E R

OA

D

WE

ST

IN

TE

RS

EC

TIO

N P

LA

N U

S 183 S

. F

RO

NT

AG

E

RO

AD

 

CP-106 21 36

N/A N/A

JT/EZ 4/17

JT/EZ 4/17

EZ/CG 4/17

ESD 4/17

  

  

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

2/8/2018 11:00 A

MN

:\T

EA

M4\A

TD

_A

ND

ER

SO

N_M

ILL_R

D\D

WG

\P

RO

DU

CT

IO

N_F

ILE

S\D

WG

\A

NM

R-C

-R

D-R

WA

Y_O

PT

1.D

WG

, C

OA

_P

DF

_22X

34, C

OA

_E

SD

.S

TB

TH

IV

AK

AR

AN

, JO

TH

IK

A

DE

PA

RT

ME

NT

O

F P

UB

LIC

W

OR

KS

EN

GIN

EE

RIN

G S

ER

VIC

ES

D

IV

IS

IO

N

EXISTING

PROPOSED

RES

EAR

CH

BO

ULE

VA

RD

6.0'

11.0'

10.5'

10.5'

10.5'

10.5'

11.0'

6.2'

11.0'

10.3'

11.0'

RES

EAR

CH

BO

ULE

VA

RD

0

HORIZONTAL SCALE IN FEET

VERTICAL SCALE IN FEET

20 40

RE

V.

NO

.

SURVEY BY

DRAWN BY

CHECKED BY

DESIGNED BY

REVIEWED BY

NOTES NAME DATE

BY

DA

TE

RE

VIS

IO

N D

ES

CR

IP

TIO

N

THIS DOCUMENT IS RELEASED

FOR THE PURPOSE OF INTERIM

REVIEW UNDER

THE AUTHORITY OF

IT IS NOT TO BE USED FOR

CONSTRUCTION, BIDDING OR

PERMIT PURPOSES.

PRELIMINARY

02/08/2018.

LIC. # 96436

XIAOQIN ZHANG, P.E.

LEGEND

EXISTING ROW

SHARED USE PATH

PROP. ROW

OF

RE

V.

NO

.

SURVEY BY

DRAWN BY

CHECKED BY

DESIGNED BY

REVIEWED BY

NOTES NAME DATE

BY

DA

TE

RE

VIS

IO

N D

ES

CR

IP

TIO

N

CIT

Y O

F A

US

TIN

, T

EX

AS

AN

DE

RS

ON

M

ILL R

OA

D R

EG

IO

NA

L M

OB

ILIT

Y IM

PR

OV

EM

EN

TS

SP

IC

EW

OO

D P

AR

KW

AY

T

O U

S 183

EA

ST

IN

TE

RS

EC

TIO

N P

LA

N

US

1

83

S

. F

RO

NT

AG

E R

OA

D

EA

ST

IN

TE

RS

EC

TIO

N P

LA

N U

S 183 S

. F

RO

NT

AG

E

RO

AD

 

CP-107 22 36

N/A N/A

JT/EZ 4/17

JT/EZ 4/17

EZ/CG 4/17

ESD 4/17

  

  

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

2/8/2018 11:00 A

MN

:\T

EA

M4\A

TD

_A

ND

ER

SO

N_M

ILL_R

D\D

WG

\P

RO

DU

CT

IO

N_F

ILE

S\D

WG

\A

NM

R-C

-R

D-R

WA

Y_O

PT

1.D

WG

, C

OA

_P

DF

_22X

34, C

OA

_E

SD

.S

TB

TH

IV

AK

AR

AN

, JO

TH

IK

A

DE

PA

RT

ME

NT

O

F P

UB

LIC

W

OR

KS

EN

GIN

EE

RIN

G S

ER

VIC

ES

D

IV

IS

IO

N

EXISTING

PROPOSED