Upload
others
View
7
Download
0
Embed Size (px)
Citation preview
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