WAGONGAP DRBURMASTER LN SWAN DR CITY OF AUSTIN, … · approx. 760' west of southbound frontage...
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SPICEWOOD PKWY WAGON GAP DR SWAN DR N US 183 HWY SVRD NB ANDERSON MILL RD WOODLAND VILLAGE DR N US 183 HWY SVRD SB MISSEL THRUSH DR BURMASTER LN MILLWRIGHT PKWY OLSON DR SWALLOW DR SWAN DR NENE DR 1 2 5 6 3 4 ANDERSON MILL CUTOFF V-102 V-102 V-103 V-103 V-104 V-104 V-105 V-105 V-106 V-106 V-107 V-107 V-108 V-108 V-109 V-109 REV. NO. SURVEY BY DRAWN BY CHECKED BY DESIGNED BY REVIEWED BY NOTES NAME DATE BY DATE REVISION DESCRIPTION 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. 0 HORIZONTAL SCALE IN FEET 300 600 OF REV. NO. SURVEY BY DRAWN BY CHECKED BY DESIGNED BY REVIEWED BY NOTES NAME DATE BY DATE REVISION DESCRIPTION CITY OF AUSTIN, TEXAS ANDERSON MILL ROAD REGIONAL MOBILITY IMPROVEMENTS SPICEWOOD PARKWAY TO US 183 OVERVIEW AND SURVEY CONTROL PLAN V-101 4 36 N/A N/A JT/EZ 4/17 JT/EZ 4/17 EZ/CG 4/17 ESD 4/17 #### #### #### #### #### #### #### #### #### #### #### #### #### #### #### #### 2/8/2018 10:56 AM N:\TEAM4\ATD_ANDERSON_MILL_RD\DWG\PRODUCTION_FILES\DWG\ANMR-V-SI-OVRV.DWG, COA_PDF_22X34, COA_ESD.STB THIVAKARAN, JOTHIKA DEPARTMENT OF PUBLIC WORKS ENGINEERING SERVICES DIVISION NOTES: THE COORDINATES SHOWN ARE BASED ON THE TEXAS STATE PLANE, CENTRAL ZONE, NAD_83(CORS2011) (EPOCH: 2010.0000) ADJUSTED TO SURFACE VALUES BY MULTIPLYING BY A SURFACE ADJUSTMENT FACTOR (SAF) OF 1.00011. SURFACE DATA IS MOVED TO GRID LOCATION AT TRV 5. GRID: N=10135372.874, E=3095254.938; SURFACE: N=10136487.765, E=3095595.416 VERTICAL BASIS: NAVD 88 (GEOID12B) BM:1 TRIANGLE CUT IN NORTH RIM OF COMMUNICATION MANHOLE, APPROX. 45' SOUTH OF ANDERSON MILL RD. AND APPROX. 760' WEST OF SOUTHBOUND FRONTAGE U.S. 183. ELEVATION 964.56' BM:2 SQUARE CUT IN TOP OF CURB AT MAIN ENTRANCE TO PARKING LOT OF BETHANY UNITED METHODIST CHURCH, AND APPROX. 400' EAST OF SWALLOW DR. ELEVATION 973.05' BM:3 SQUARE CUT IN MIDPOINT TOP OF CURB OF ISLAND ENTRANCE TO AUTUMN LEAVES ASSISTED CENTER, 10025 ANDERSON MILL RD. ELEVATION 995.61' BM:4 SQUARE CUT IN NORTHEAST CORNER OF AT SOUTHEAST CORNER OF ANDERSON MILL RD. AND OLSON DR. ELEVATION 992.15' BM:5 SQUARE ON NORTHEAST CORNER OF TRAFFIC SIGNAL BASE, APPROX. 33' EAST OF SPICEWOOD PKWY, AND APPROX. 40' SOUTH OF ANDERSON MILL RD. ELEVATION 995.27' BM:6 SQUARE CUT IN NORTHEAST CORNER OF CONCRETE BASE OF WALGREEN'S SIGN, AT SOUTHEAST CORNER OF U.S.183 AND ANDERSON MILL RD. ELEVATION 947.11'
Transcript of WAGONGAP DRBURMASTER LN SWAN DR CITY OF AUSTIN, … · approx. 760' west of southbound frontage...
SPICEWO
OD
PKW
Y
WA
GO
NG
AP
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SWA
N D
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S 183 HW
Y SV
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ANDERSON MILL RD
WOODLAND VILLAGE DR
N US 183 HWY SVRD SB
MIS
SEL
THRU
SH D
R
BURMASTER LN
MIL
LWRI
GHT
PKW
Y
OLSON D
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SWALLOW DR
SWAN D
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AB
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AB
5
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CHECKED BY
DESIGNED BY
REVIEWED BY
NOTES NAME DATE
BY
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VIS
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CR
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TIO
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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.
0
HORIZONTAL SCALE IN FEET
VERTICAL SCALE IN FEET
300 600
OF
RE
V.
NO
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SURVEY BY
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DESIGNED BY
REVIEWED BY
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BY
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NOTES:
THE COORDINATES SHOWN ARE BASED ON THE TEXAS
STATE PLANE, CENTRAL ZONE, NAD_83(CORS2011) (EPOCH:
2010.0000) ADJUSTED TO SURFACE VALUES BY
MULTIPLYING BY A SURFACE ADJUSTMENT FACTOR (SAF)
OF 1.00011. SURFACE DATA IS MOVED TO GRID LOCATION
AT TRV 5. GRID: N=10135372.874, E=3095254.938; SURFACE:
N=10136487.765, E=3095595.416
VERTICAL BASIS: NAVD 88 (GEOID12B)
BM:1 TRIANGLE CUT IN NORTH RIM OF COMMUNICATION
MANHOLE, APPROX. 45' SOUTH OF ANDERSON MILL RD. AND
APPROX. 760' WEST OF SOUTHBOUND FRONTAGE U.S. 183.
ELEVATION 964.56'
BM:2 SQUARE CUT IN TOP OF CURB AT MAIN ENTRANCE TO
PARKING LOT OF BETHANY UNITED METHODIST CHURCH,
AND APPROX. 400' EAST OF SWALLOW DR.
ELEVATION 973.05'
BM:3 SQUARE CUT IN MIDPOINT TOP OF CURB OF ISLAND
ENTRANCE TO AUTUMN LEAVES ASSISTED CENTER, 10025
ANDERSON MILL RD.
ELEVATION 995.61'
BM:4 SQUARE CUT IN NORTHEAST CORNER OF AT
SOUTHEAST CORNER OF ANDERSON MILL RD. AND OLSON
DR.
ELEVATION 992.15'
BM:5 SQUARE ON NORTHEAST CORNER OF TRAFFIC
SIGNAL BASE, APPROX. 33' EAST OF SPICEWOOD PKWY,
AND APPROX. 40' SOUTH OF ANDERSON MILL RD.
ELEVATION 995.27'
BM:6 SQUARE CUT IN NORTHEAST CORNER OF CONCRETE
BASE OF WALGREEN'S SIGN, AT SOUTHEAST CORNER OF
U.S.183 AND ANDERSON MILL RD.
ELEVATION 947.11'
E OH
E OH
E OH
E OH
E OH
E
O
H
E
O
H
E O
H
E OH
E OH
E OH
E OH
E OH
E OH
E OH
E OH
E OHE OH
E OH
E OH
WV
TOP COVER=993.80
TOP NUT=991.60
WV
TOP COVER=993.63
TOP NUT=990.43
WV
TOP COVER=994.50
TOP NUT=991.86
WV
TOP COVER=994.43
TOP NUT=992.30
WV
TOP COVER=994.49
TOP NUT=989.09
BRICK SIGN
TELEPHONE RISER
E
RAMP
RAMP
RAMP
SLOT INLET
TOP=994.50
FL=992.00
ELMH
TOP=995.21
SDMH
TOP=994.49
FL IN(W)=990.39
FL IN(S)=990.39
FL OUT(E)=990.29
SDMH
TOP=993.77
FL IN(W)=990.27
FL OUT(E)=990.17
TRV 9
N=10135375.68
E=3092200.49
5/8" IRON ROD
25' B
UILD
IN
G LIN
E
BK
. 84, P
G. 92B
P
RT
CT
THE WOODLAND VILLAGE
OF ANDERSON MILL
SECTION 3
CAB. C, SL. 344
PRWCT
BLOCK G
LOT 1
SPICEWOOD PARKW
AY(70' R.O.W
.)
LOT 7
LOT 8LOT 9
25' BUILDING LINE
CAB. C SL. 344 PRWCT
25
' B
UIL
DIN
G L
IN
E
CA
B. C
S
L. 34
4 P
RW
CT
15' BUILDING LINE
CAB. C SL. 344 PRWCT
10' TELEPHONE AND PUBLIC UTILITY EASEMENT
CAB. C SL. 344 PRWCT
BLOCK G
DAYARATNE PATHIRANA
AND DILUKA
DOC. 2002059242
OPRWCT
{104O1 WAGON GAP DRIVE}
{1O601 FLINNWOOD CIRCLE}
WCAD PID R078544
11603 FLINNWOOD CIRCLE
DOC. 2013035291
OPRWCT
WCAD PIDD
R078545
DOC. 2003084704
OPRWCT
WCAD PID R078546
OF ANDERSON MILL
SECTION 3
CAB. C, SL. 344
PRWCT
CONCRETE WALL
CONCRETE WALL
WV
TOP COVER=994.49
TOP NUT=989.09
W
W
WW
W
WW
W
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
2
4
"
D
I
9
4
-
0
0
0
6
2
4
"
D
I
9
4
-
0
0
0
6
24" DI94-0006
16" D
I
96-2003
12" PVC
86-0815
12" PVC
86-0815
TS UG
TS UGTS UG
TS
U
G
TS
U
G
TS
U
G
TS
UG
TS
U
G
TS
U
G
TS UG
TS UG
TS UG
15" R
CP
C UG C UG C UG C UG C UG C UG C UG C UG C UG C UG C UG C UG
(
A
=
3
2
.
1
2
'
)
(A
=343.98')
(86.59')
(64.71')
(225.00')
(100.00')
(
2
1
.
2
1
'
)
ANDERSON MILL ROAD(R.O.W. VARIES)
BM 5
FH
SD
E
TCTC
E
IC
IC
IC
SD
E
FH
W
E
W
W
W
IC
E
BM
E
10034
10435
10436
10442
10443
10444
10445
10535
9
9
59
9
6
9
9
7
BURMASTER LN
SWA
N D
RANDERSON MILL RD
WAGON GAP DR
SPICEWO
OD
PKW
Y
OLSON D
R
MIL
LWRI
GHT
PKW
Y
MIS
SEL
THRUSH
DR
NEN
E D
R
SWAN D
R
E OH
E OHE OH
E OHE OH
E OHE OH
E OH
E OH
E OH
E OH
E OH
E OHE OH
WV
TOP COVER=993.80
TOP NUT=991.60
WV
TOP COVER=993.63
TOP NUT=990.43
ELECTRIC OUTLET
BRICK SIGN
FL=989.77
FL=989.74
2'X4' BOX CULVERTRAMP
COMH
TOP=993.21
ELMH
TOP=995.21
SDMH
TOP=993.77
FL IN(W)=990.27
FL OUT(E)=990.17
RR TIES
TRV 8
N=10135446.95
E=3093011.71
5/8" IRON ROD
{10401 ANDERSON MILL ROAD}
{10407 BURMASTER LANE}
HOSOON BANG-RAMIREZ
DOC. 2009019510
OPRWCT
WCAD PID R078577
DALE STEENROD AND
CATHLENE PIDGEON
DOC. 2008073225
OPRTCT
WCAD PID R078578
{10403 BURMASTER LANE}
{10405 BURMASTER LANE} {10401 BURMASTER LANE}
25' B
UILD
IN
G LIN
E
BK
. 84, P
G. 92B
P
RT
CT
THE WOODLAND VILLAGE
OF ANDERSON MILL
SECTION 3
CAB. C, SL. 344
BLOCK B
LOT 1
LOT 2
LOT 3LOT 4
LOT 5
25' B.L. CAB. C, SL. 346 PRWCT
15' B
.L. C
AB
. C
, S
L. 346 P
RW
CT
7.5' P.U.E. CAB. C, SL. 346 PRWCT
WA
GO
N G
AP
DR
IVE
(50'
R.O
.W.)
25' B
UILD
IN
G LIN
E
CA
B. C
S
L. 344 P
RW
CT
15' BUILDING LINE
CAB. C SL. 344 PRWCT
DAYARATNE PATHIRANA
AND DILUKA
DOC. 2002059242
OPRWCT
{104O1 WAGON GAP DRIVE}
YUXIN HE AND ZIMEI PAN
DOC. 2011000833
OPRTCT
WCAD PID R078579
DALE STEENROD AND
CATHLENE PIDGEON
DOC. 2006039864
OPRTCT
WCAD PID R078576
CONCRETE WALL
W
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
24" DI
94-0006
24" DI
94-0006
12" PVC
86-0815
12" PVC
86-0815
8" A
C
77
-0
13
7
2" PVC
TS UG TS UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG C UG C UG C UG C UG C UG
(466.94')
(
A
=
3
2
.
1
2
'
)
(100.00')
(
2
1
.
2
1
'
)
(85.00')
(
2
1
.
2
1
'
)
(75.00')
(75.00')
(75.00')
(75.00')
BM 5
SD
C
798
799
800801
802
803
804
805
806807
E
W
W
IC
IC
C
C
C
10535
10536
11358
ANDERSON MILL ROAD(R.O.W. VARIES)
9
9
4
BURMASTER LN
SWA
N D
RANDERSON MILL RD
WAGON GAP DR
SPICEWO
OD
PKW
Y
OLSON D
R
MIL
LWRI
GHT
PKW
Y
MIS
SEL
THRUSH
DR
NEN
E D
R
SWAN D
R
0
HORIZONTAL SCALE IN FEET
VERTICAL SCALE IN FEET
20 40
0
HORIZONTAL SCALE IN FEET
VERTICAL SCALE IN FEET
20 40
MA
TC
HL
IN
E - T
HIS
S
HE
ET
OF
RE
V.
NO
.
SURVEY BY
DRAWN BY
CHECKED BY
DESIGNED BY
REVIEWED BY
NOTES NAME DATE
BY
DA
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VIS
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CR
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CIT
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TIN
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NA
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PR
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SP
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EX
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DIT
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NS
P
LA
N
AN
DE
RS
ON
M
IL
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D. - S
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1
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EX
IS
TIN
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ON
DIT
IO
NS
P
LA
N A
ND
ER
SO
N M
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D. -
SH
EE
T 1 O
F 8
V-102 5 36
N/A N/A
JT/EZ 4/17
JT/EZ 4/17
EZ/CG 4/17
ESD 4/17
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V.
NO
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SURVEY BY
DRAWN BY
CHECKED BY
DESIGNED BY
REVIEWED BY
NOTES NAME DATE
BY
DA
TE
RE
VIS
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N D
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CR
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TIO
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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.
TELEPHONE RISER
E OH
E OH
E OH
E OHE OH
E OH
E OHE OH
E OHE OH E OH
E OH
E OH
E OH
E O
H
E O
H
E O
H
E O
HE
O
H
WV
TOP COVER=991.94
TOP NUT=988.64
WV
TOP COVER=991.32
TOP NUT=INACCESSIBLE
WV
TOP COVER=991.70
TOP NUT=989.02
TOP COVER=992.92
TOP NUT=991.39
TOP NUT=INACCESSIBLE (SILT)
FL=989.15
CURB INLET
TOP=991.45
FL=986.05
FL=989.49FL=989.86
COMH
TOP=991.55
RR TIES
C
C
TRV 8
N=10135446.95
E=3093011.71
5/8" IRON ROD
{10401 ANDERSON MILL ROAD}
YUXIN HE AND ZIMEI PAN
DOC. 2011000825
OPRTCT
WCAD PID R078580
{10309 BURMASTER ROAD}
{10401 BURMASTER LANE}
MATHEW AND SORAYA POURRAJABI
DOC. 2004074542
OPRWCT
WCAD PID R078575
{10300 BURMASTER LANE}
{10307 BURMASTER LANE}
{10300 ANDERSON MILL ROAD}
35' BUILDING LINE
BK. 84, PG. 92B PRTCT
LOT 8
LOT 5
LOT 6
25' B.L. CAB. C, SL. 346 PRWCT
25' B.L. CAB. C, SL. 346 PRWCT
15' B
.L
. C
AB
. C
, S
L. 3
46
P
RW
CT
25' B
.L. C
AB
. C
, S
L. 3
46 P
RW
CT
7.5' P.U.E. CAB. C, SL. 346 PRWCT
BU
RM
AST
ER L
AN
E(5
0' R
.O.W
.)
CAB. C, SL. 346
PRWCT
BLOCK A
OF ANDERSON MILL
SECTION II PHASE 2
LOT 8A AND LOT 8B
BLOCK "O"
CAB. C, SL. 267 PRWCT
BLOCK "O"
25' B.L. CAB. C, SL. 267 PRWCT
5' SIDEWALK EASEMENT CAB. C, SL. 267 PRWCT
5' S
UR
FA
CE
D
RA
IN
AG
E E
AS
EM
EN
T C
AB
. C
, S
L. 205 P
RW
CT
LOT 8A
MATHEW AND SORAYA POURRAJABI
DOC. 2001012834
OPRWCT
WCAD PID R078581
YUXIN HE AND ZIMEI PAN
DOC. 2011000833
OPRTCT
WCAD PID R078579
CONCRETE WALL
CONCRETE WALL
18" RCP
E O
H
E O
H
E O
H
E O
HE
O
H
W
W
W
W
W
W
W
W
W
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
24" D
I
94-0006
24" DI
94-0006
12" PVC
86-0815
6" A
C
77-0137
12" AC
77-0137
12" AC
77-0137
6" CS NGAS
GG
G
G
G
G
TS UG
TS UG
TS UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C U
G
C U
G
C UG
C UG
C UG
18" RCP
(290.66')
(155.80')
(75.00')
(75.00')
(71.08')
(
2
1
.
2
1
'
) (
2
1
.
2
1
'
)
(75.00')
E
C
FH
W
802
803
804
805
806
844
919
C
AR
W
W
1069510696
10726
10764
11460
11461
11507
11611
11161
11162
11163
ANDERSON MILL ROAD(R.O.W. VARIES)
992
9
9
3
E OHE OH
E OH
E OHE OH E OH E OH
E OH
E OH
E OH
E OH
E OH
E OH E OH
E O
H
E O
H
E OH
E OH
E OH
E OH
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
TS OH
TS OH
TS
O
H
TS
O
H
TS OH
WV
TOP COVER=991.70
TOP NUT=989.02
WV
TOP COVER=992.92
TOP NUT=991.39
WV
TOP COVER=992.19
TOP NUT=INACCESSIBLE (SILT)
WV
TOP COVER=991.25
TOP NUT=INACCESSIBLE(PAVED)
WV
TOP COVER=992.11
TOP NUT=INACCESSIBLE (PAVED)
WV
TOP COVER=992.14
TOP NUT=INACCESSIBLE (PAVED)
WV
TOP COVER=992.08
TOP NUT=INACCESSIBLE
(PAVED)
WV
TOP COVER=992.07
TOP NUT=INACCESSIBLE
(PAVED)
WV
TOP COVER=992.37
TOP NUT=990.60
WV
TOP COVER=991.86
TOP NUT=INACCESSIBLE (PAVED)
WV
TOP COVER=991.84
TOP NUT=INACCESSIBLE (PAVED)
WV
TOP COVER=991.93
TOP NUT=985.93
WV
TOP COVER=991.86
TOP NUT=985.86
WV
TOP COVER=991.69
TOP NUT=985.69
WV
TOP COVER=991.74
TOP NUT=985.74
FL=989.15
FL=988.05
FL=988.00
CURB INLET
TOP=991.45
FL=986.05
CURB INLET
TOP=995.04
FL=990.54
GRATE INLET
TOP=990.09
FL=INACCESSIBLE
(SILTED)
VAULT
RAMP
GRATE INLET
TOP=990.78
RAMP
RAMP
COMH
TOP=991.55
ELMH
TOP=991.92
RR TIES
TC
DRAINAGE AND FLOOD WATER DETENTION EASEMENT
CAB. C, SL. 338 PRWCT
{11601 OLSON DRIVE}
{10300 ANDERSON MILL ROAD}
WILLAIM C. ALLEN
VOL. 917, PG. 943
DRWCT
VOL. 1314, PG. 514
DRWCT
WCAD PID 078446
{11807 MILLWRIGHT PARKWAY}
NZ LANDS INC
DOC. 2014100272
OPRWCT
WCAD PID 078444
{10263 MISSEL THRUSH DRIVE}
MERRIMAC JENKINS
DOC. 2011022067
OPRTCT
WCAD PID 078447
CARRIE HARTWELL
DOC. 2003053589
OPRWCT
DOC. 2003053590
OPRWCT
WCAD PID 078448
{10259 MISSEL THRUSH DRIVE}
25' B
UILD
IN
G LIN
E
BK
. 65, P
G. 74 P
RT
CT
THE WOODLAND VILLAGE
OF ANDERSON MILL
SECTION II PHASE 3
CAB. C, SL 338 PRWCT
15' B
.L. C
AB
. C
, S
L. 338 P
RW
CT
25' B.L. CAB. C, SL. 338 PRWCT
LOT 33
LOT 32
LOT 31
MIL
LWRI
GHT
PARK
WAY
(60'
R.O.
W.)
OLS
ON
RA
OD
(60'
R.O
.W.)
BLOCK J
OF ANDERSON MILL
SECTION II PHASE 2
LOT 8A AND LOT 8B
BLOCK "O"
CAB. C, SL. 267 PRWCT
BLOCK "O"
25' B.L. CAB. C, SL. 267 PRWCT
5' SIDEWALK EASEMENT CAB. C, SL. 267 PRWCT
5' P
.U
.E
. C
AB
. C
, S
L. 267 P
RW
CT
25' B
.L. C
AB
. C
, S
L. 267 P
RW
CT
LOT 8A
GRAVEL PATH
CONCRETE WALL
18" RCP
18" RCP
TS OH
TS OH
TS OH
TS
O
H
TS
O
H
W
W
WW
W
W
W
WW
WW
WW
WW
WW
WW
W
W
W
W
W
W
W
WW
WW
W
WW
WW
WW
WW
WW
WW
WW
W
WW
W
W
W
W
W
WW
WW
WW
24" DI
94-0006
24" DI
94-0006
24" D
I
94-0006
1
2
" P
V
C
8
6
-0
8
1
5
12" AC 77-0137
12" A
C
75-0404
8 A
C
73
-0
32
7
8" CI
73-0327
1
2
"
D
I
7
6
-
0
1
5
0
8" CI
73-0327
12" DI
76-0150
2" C
S N
GA
S
G
G
6" CS NGAS
6" CS NGAS
G G G G GG G G
G
G
G
G
TS UG
TS UG
TS UG
TS UG
24" RCP
2
4
"
R
C
P
2
7
"
R
C
P
18" R
CP
27" R
CP
24
" R
CP
1
8
"
R
C
P
C UG C UG
C UGC UG
C UG
C UGC UG
C UG
C UGC UG
C UG
C UG
C UGC UG
C UGC UG
C UGC UG
C UGC UG
C UGC UG
C UGC UG
C UGC UG
C UGC UG
(155.80')
(
A
=
3
1
.
4
2
')
(160.90')
(A=23.18')
(A
=79.19')
(A=23.98')
(58.16')
(106.43')
(114.13')
TS
O
H
TS
O
H
BM 4
VERTICAL PIPES
(
A
=
3
1
.
4
3
')
C
FH
W
SD
W
FH
SD
TC
TC
W
W
TP
FH
W
W
W
W
W
W
E
W
FH
W
919
1285
BM
W
W
WW
10927
11611
11629
1163911640 11646
11647
11648
W
ANDERSON MILL ROAD(R.O.W. VARIES)
9
9
2
BURMASTER LN
SWA
N D
RANDERSON MILL RD
WAGON GAP DR
SPICEWO
OD
PKW
Y
OLSON D
R
MIL
LWRI
GHT
PKW
Y
MIS
SEL
THRUSH
DR
NEN
E D
R
SWAN D
R
BURMASTER LN
SWA
N D
RANDERSON MILL RD
WAGON GAP DR
SPICEWO
OD
PKW
Y
OLSON D
R
MIL
LWRI
GHT
PKW
Y
MIS
SEL
THRUSH
DR
NEN
E D
R
SWAN D
R
MA
TC
HL
IN
E - T
HIS
S
HE
ET
MA
TC
HL
IN
E - P
LA
NV
-1
02
MA
TC
HL
IN
E - P
LA
NV
-1
04
MA
TC
HL
IN
E - T
HIS
S
HE
ET
0
HORIZONTAL SCALE IN FEET
VERTICAL SCALE IN FEET
20 40
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.
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
EX
IS
TIN
G C
ON
DIT
IO
NS
P
LA
N
AN
DE
RS
ON
M
IL
L R
D. - S
HE
ET
2
O
F 8
EX
IS
TIN
G C
ON
DIT
IO
NS
P
LA
N A
ND
ER
SO
N M
ILL R
D. -
SH
EE
T 2 O
F 8
V-103 6 36
N/A N/A
JT/EZ 4/17
JT/EZ 4/17
EZ/CG 4/17
ESD 4/17
##
##
##
##
##
##
##
##
##
##
##
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2/8/2018 10:57 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-V
-S
I-P
LA
N.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
E OH
E OH
E OH
E OH
E OH
E OH
E OH
E OH
E OH
E OH
E OH
19"X31" CMP
FL=898.68
FL=990.08
4" PVC
E
O
H
E
O
H
E
O
H
E
O
H
E OH
E OH
E OH
VAULT
FL=989.46
FL=989.80
COMH
TOP=991.71
ELECTRIC RISER
WV
TOP COVER=991.71
TOP NUT=988.22
6" PVC
FL=991.96
TRV 7
N=10135383.47
E=3093810.29
15' P.U.E. CAB. C, SL. 338 PRWCT
25' B
.L. C
AB
. C
, S
L. 338 P
RW
CT
DRAINAGE AND FLOOD WATER DETENTION EASEMENT
CAB. C, SL. 338 PRWCT
LOT 38
15' B.L. CAB. C, SL. 338 PRWCT
{11601 OLSON DRIVE}
MICHAEL AMOS MCCLURE
DOC. 2012038702
OPRWCT
WCAD PID 078449
CARRIE HARTWELL
DOC. 2003053589
OPRWCT
DOC. 2003053590
OPRWCT
WCAD PID 078448
{10259 MISSEL THRUSH DRIVE}
CITY OF AUSTIN
VOL. 11346, PG. 726
{ANDERSON MILL ROAD}
{10257 MISSEL THRUSH DRIVE}
DANIEL J. MCFARLANE AND
LYSHONE J. MCFARLANE
DOC. 9842045
ORWCT
WCAD PID 078453
{11800 NENE DRIVE}
REZA KHODADADI AND
MEHROSSADAT ATAEI
DOC. 2013064629
OPRWCT
WCAD PID078332
{11801 NENE DRIVE}
LOT 16
15' B.L. CAB. C, SL. 205 PRWCT
2
0
' E
L
E
C
T
R
IC
A
N
D
S
A
N
IT
A
R
Y
S
E
W
E
R
E
A
S
E
M
E
N
T
B
K
. 6
5
, P
G
. 7
4
P
R
T
C
T
25' BUILDING LINE BK. 65, PG. 74 PRTCT
BLOCK
"J"
5' SIDEWALK EASEMENT CAB. C, SL. 205 PRWCT
LOT 34
LOT 33
BLOCK J
25' B
.L. C
AB
. C
, S
L 205 P
RW
CT
THE WOODLAND VILLAGE
OF ANDERSON MILL
SECTION II PHASE 2
CAB. C, SL. 204 PRWCT
NEN
E D
RIV
E(5
0' R
.O.W
.)
CONCRETE WALL
E OH
E OH
E OH
E OH
E OH
E OH
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
24" DI
94-0006
24" DI
94-0006
12" DI
76-0150
8" CI
73-0327
12" DI
76-0150
8" D
I
73-0327
8" A
C
75-0404
2" PVC
G
G
G
G
G
G
G
G
G
2" C
S N
GA
S
6" CS NGAS
6" CS NGAS
E
O
H
E
O
H
E
O
H
E
O
H
E U
G
E U
G
E U
G
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C U
G
C U
G
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
28"X22" CMP
(114.13')
(77.06')
(124.49')
(A=22.79')
(A
=51.53')
(A
=74.88')
(A=24.45')
(115.32')
(517.95')
E
1164611647
11648
11655
11672
11673
11684
11688
11690
9498
9501
9502
13254
13287
W
C
C
C
ANDERSON MILL ROAD(R.O.W. VARIES)
993
STONE W
ALL
STONE W
ALL
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E OH E OH E OH E OH E OH E OH E OH E OH E OH
E OH
E OH
E OH
E OH
E OH
E OH
RAMP
RAMP
2" PVC V
ENT
FL=993.04
2-4" P
VC
FL=991.42
FL=993.08
FL=991.45
E OHE OH
E OHE OH
E OH E OHE OH
E OH
COM
H
TOP=991.7
1
ELECTRIC R
ISER
ELECTRIC R
ISER
E
LM
H
T
O
P
=
995.17
WATER V
ENT
WV
TOP C
OVER=993.5
2
TOP N
UT=989.92
WV
TOP C
OVER=993.5
5
TOP N
UT=987.80
WV
TOP C
OVER=992.8
6
TOP N
UT=987.51
6" PVC
FL=991.96
RAMP
T
R
V
6
N
=
10135484.74
E
=
3094565.95
5/8" IR
O
N
R
O
D
ADAM GRIM
ES AND BRIAN REED
DOC. 2007080798
OPRWCT
WCAD PID R078357
CITY OF AUSTIN
VOL. 11346, P
G. 726
{ANDERSON MILL ROAD}
{ANDERSON MILL ROAD}
CITY OF AUSTIN
{11805 SWAN DRIVE}
REZA KHODADADI AND
MEHROSSADAT ATAEI
DOC. 2013064629
OPRWCT
WCAD PID078332
{11801 NENE DRIVE}
11900 SWAN RESIDENTIAL TRUST
DOC. 2015024502
OPRWCT
WCAD PID 078333
{11900 SWAN DRIVE}
{11901 SWAN DRIVE}
G
AB
RIE
LLE
G
. LIS
LE
S
DO
C. 2010033350 O
PR
W
CT
W
CA
D P
ID R
078358
{11900 SWALLOW DRIVE}
LOT 16
LO
T 2
5
5' SIDEWALK EASEMENT CAB. C, SL. 205 PRWCT
15' B.L. CAB. C, SL. 205 PRWCT
15' B.L. CAB. C, SL. 205 PRWCT
THE WOODLAND VILLAGE
OF ANDERSON MILL
SECTION II PHASE 2
CAB. C, SL. 204 PRWCT
LOT 17
BLOCK H
LOT 24
BLOCK I
15' P.U.E. CAB. C, SL. 205 PRWCT
5' SIDEWALK EASEMENT CAB. C, SL. 205 PRWCT
25' B
.L. C
AB
. C
, S
L 205 P
RW
CT
SWA
N D
RIV
E(5
0' R
.O.W
.)
25' B
.L. C
AB
. C
, S
L 205 P
RW
CT
THE WOODLAND VILLAGE
OF ANDERSON MILL
SECTION II
PHASE 2
CAB. C, S
L. 204 PRWCT
SWAN
DRI
VE(5
0' R.
O.W
.)
CONCRETE W
ALL
E OH
E OH
E OH
E OH
E OH
E OH
E OH
E OH
E OH
E OH
E OH
E OHE OH E OH
E OHE OH
E OHE OH E OH
E OHE OH
WATER V
ENT
W
W
W
W
W
W
W
W
W
W
W
W W
W
WW
W
W
W
W
WW
W
W
W
W W W W W W
W
W
W
W
W
W
W
W W W
24" DI 94-0006
24" DI
94-0006
24" DI
94-0006
12" DI
76-0150
12" DI
76-0150
6
"
P
V
C
7
6
-
0
2
9
2
12" P
VC
95-0657
4" P
VC
(A
BN
D)
95-0657
G
G
G
G
G
G
G
G G G G G G G G G G
G
2" C
S N
GA
S
6" CS NGAS
GG
GG
2" P
E N
GA
S
6" CS N
GAS
6" CS NGAS
E U
G
E U
G
E U
GE
UG
E U
G
E U
G
E U
G
E U
G
W
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
22"X16" CMP
(129.68')
(
A
=
4
0
.
4
6
')
(
A
=
1
6
.
0
9
')
(98.77')
(A
=49.66')
(A=23.56')
(A
=74.41')
(A=23.56')
(113.24')
(2.72')
(2.72')
W
E
W
W
W
FH
W
E
W
11688
11690
11726
11734
11735
11736
11737
11738
11739
11740
11741
11753
11754
1175511756
11757
11758
11759
11772
11832
11862
9695
9716
9787
9788
9803
9823
C
ANDERSON MILL ROAD(R.O.W. VARIES)
9
9
5
9
9
4
SWA
N D
R
MIL
LWRI
GHT
PKW
Y
MIS
SEL
THRUSH
DR
NEN
E D
R
SWAN D
R
SWALL
OW D
R
ANDERSON MILL RD
SWA
N D
R
MIL
LWRI
GHT
PKW
Y
MIS
SEL
THRUSH
DR
NEN
E D
R
SWAN D
R
SWALL
OW D
R
ANDERSON MILL RD
MA
TC
HL
IN
E - T
HIS
S
HE
ET
MA
TC
HL
IN
E - P
LA
NV
-1
03
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
EX
IS
TIN
G C
ON
DIT
IO
NS
P
LA
N
AN
DE
RS
ON
M
IL
L R
D. - S
HE
ET
3
O
F 8
EX
IS
TIN
G C
ON
DIT
IO
NS
P
LA
N A
ND
ER
SO
N M
ILL R
D. -
SH
EE
T 3 O
F 8
V-104 7 36
N/A N/A
JT/EZ 4/17
JT/EZ 4/17
EZ/CG 4/17
ESD 4/17
##
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2/8/2018 10:57 A
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M4\A
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_A
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SO
N_M
ILL_R
D\D
WG
\P
RO
DU
CT
IO
N_F
ILE
S\D
WG
\A
NM
R-V
-S
I-P
LA
N.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
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EN
GIN
EE
RIN
G S
ER
VIC
ES
D
IV
IS
IO
N
MA
TC
HL
IN
E - P
LA
NV
-1
05
MA
TC
HL
IN
E - T
HIS
S
HE
ET
0
HORIZONTAL SCALE IN FEET
VERTICAL SCALE IN FEET
20 40
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.
E OH E OH E OH
E OH
E OH
E OH
E OH
E OH
E OH
E OH
E O
H
2" P
V
C
V
E
N
T
E OHE OH
E OHE OH E OH E OH E OH E OH
E OHE OH
E OH E OH E OH E OH E OH
C
O
M
H
T
O
P
=
995.96
E
LM
H
T
O
P
=
995.17
F
LA
G
P
O
LE
W
V
T
O
P
C
O
V
E
R
=
994.93
T
O
P
N
U
T
=
991.13
W
V
T
O
P
C
O
V
E
R
=
994.97
T
O
P
N
U
T
=
9
9
3
.5
7
W
V
T
O
P
C
O
V
E
R
=
994.81
T
O
P
N
U
T
=
994.41
B
R
IC
K
S
IG
N
S
P
O
T
L
IG
H
T
S
P
O
T
L
IG
H
T
G
T
R
V
6
N
=
10135484.74
E
=
3094565.95
5/8" IR
O
N
R
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{11805 SWAN DRIVE}
{9951 ANDERSON MILL ROAD}
G
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LE
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DO
C. 2010033350 O
PR
W
CT
W
CA
D P
ID R
078358
{11900 SWALLOW DRIVE}
{10010 ANDERSON MILL ROAD}
LO
T 2
5
5' SIDEWALK EASEMENT CAB. C, SL. 205 PRWCT
THE WOODLAND VILLAGE
OF ANDERSON MILL
SECTION II PHASE 2
CAB. C, SL. 204 PRWCT
25' B
.L. C
A
B
. C
, S
L 205 P
R
W
C
T
25' B.L. CAB. C, SL. 204 PRWCT
SWA
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W D
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0' R
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.)
AM
EN
DIN
G
PLA
T O
F L
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30 A
ND
31, B
LO
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D,
TH
E W
O
O
DLA
ND
VIL
LA
G
E O
F
AN
DE
RS
O
N M
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C. 20140700563 O
PR
W
CT
LO
T 1
BLO
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A
E OHE OH
E OH
W
W
WW
W W W W W W W W WW
W W
W
W
W
W
W
W
W W W
W
W
WW W W W W
24" DI
94-0006
24" DI94-0006
24" DI 94-0006
12" DI
76-0150
12" DI
76-0150
12" D
I
76-0150
G
G
G G G G G G G
2" C
S N
GA
S
6" CS NGAS
G G G G G G
GG
G
G
6" PE NGAS
6" PE NGAS
2" P
E N
GA
S
E U
G
E U
G
E U
G
E
U
G
W
W
C UG
C UG
C UG
C UG
C UG
C UG
C U
G
C UG
C UG
C UG
C U
G
C U
G
C U
G
C U
G
(443.31')
(1113.69')
(A
=
6
2
.0
0
')
(A=22.64')
(A
=
9
5
.7
7
')
(A=10.95')
(148.68')
B
M
3
IC
7939
7960
7961
7962
7963
B
M
C
W
E
AR
W
8652
11832
11869
11164
11165
WW
WW
W
W
W
W
WW
CO
WW
CO
IC
16566
ANDERSON MILL ROAD(R.O.W. VARIES)
9
9
5 9
9
1
9
9
2
9
9
3
9
9
4
9
9
6
9
9
6
F
L
=
9
8
2
.7
0
R
O
C
K
D
IS
S
IP
A
T
O
R
D
R
A
IN
A
G
E
S
T
R
U
C
T
U
R
E
F
L
=
9
8
3
.3
6
E O
H
E O
H
E O
H
E O
H
E O
H
E O
H
E O
H
E O
H
E O
H
E O
H
E O
H
E O
H
E O
H
E O
H
E
O
H
E
O
H
R
A
M
P
R
A
M
P
R
A
M
P
E
L
M
H
T
O
P
=
9
8
3
.5
8
E
L
M
H
T
O
P
=
9
8
9
.4
4
T
O
P
=
9
8
1
.4
7
W
H
E
E
L
S
T
O
P
B
R
IC
K
S
IG
N
W
V
T
O
P
C
O
V
E
R
=
9
8
2
.3
9
T
O
P
N
U
T
=
9
8
0
.1
9
W
V
T
O
P
C
O
V
E
R
=
9
8
3
.5
7
T
O
P
N
U
T
=
9
8
0
.2
8
W
V
T
O
P
C
O
V
E
R
=
9
8
3
.3
7
T
O
P
N
U
T
=
9
8
1
.9
2
W
V
T
O
P
C
O
V
E
R
=
9
8
7
.1
2
T
O
P
N
U
T
=
9
8
6
.2
2
W
V
T
O
P
C
O
V
E
R
=
9
8
6
.7
9
T
O
P
N
U
T
=
9
8
4
.5
6
W
V
T
O
P
C
O
V
E
R
=
9
8
1
.4
7
T
O
P
N
U
T
=
9
7
9
.9
7
W
W
V
T
O
P
C
O
V
E
R
=
9
8
7
.8
9
T
O
P
N
U
T
=
9
8
3
.8
9
T
R
V
5
N
=
1
0
1
3
5
3
7
2
.8
7
E
=
3
0
9
5
2
5
4
.9
4
5
/8
" IR
O
N
R
O
D
{9951 A
ND
ER
SO
N M
ILL R
OA
D}
{10010 A
ND
ER
SO
N M
ILL R
OA
D}
10' ELEC
TRIC
EASEM
ENT
DO
C. 1
99900202 OPR
TCT
5' SID
EWALK E
ASEMEN
T CAB. C
, SL. 2
04 PR
WC
T
{9913 ANDERSON MILL RD}
{9911 ANDERSON MILL ROAD}
{10010 ANDERSON MILL ROAD}
PUBLIC
UTIL
ITY E
ASEMEN
T CAB. C
, SL. 2
04 PR
WC
T
25' BUILD
ING
LINE
CAB. M
, SL. 317 PRW
CT
LOT 1
E OH
W
W
W
W
W
W
W
W
W WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
24" DI
94-0006
24" DI
94-000624" DI
94-0006
12" D
I
76-0150
8" D
I
2001-0654
12" D
I
76-0
150
1
2
"
D
I
7
6
-
0
1
5
0
6" D
I
E
U
G
W
W
W
W
W
W
C
U
G
C
U
G
C U
G
C U
G
C U
G
C U
G
C UG
C UG
C UG C UG
C UG
C UG
C
U
G
C
U
G
C
U
G
18" CMP
(299.7
2')
(A=127.69')
(87.02')
(25.00')
(A=127.29')
(297.5
0')
(97.6
2')
(
9
.
5
6
')
IC
W
W
IC
WW
IC
W
E
E
W
IC
ICI
C
IC
W
IC
IC
W
F
H
E
IC
7782
7783
7939
7960
7961
7962
7963
W
W
CO
W
F
H
E
F
H
IC
IC
F
HW
WW
9094
9154
8088
8089
8090
8091
8093
8612
8652
11165
IC
ANDERSON MILL ROAD(R.O.W. VARIES)
9
8
5
9
9
0
9
8
3
9
8
49
8
6
9
8
7
9
8
8
9
8
9
9
9
1
9
9
2
SWA
N D
R
MIL
LWRI
GHT
PKW
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MIS
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THRUSH
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SWAN D
R
SWALL
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R
ANDERSON MILL RD
SWA
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MIL
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GHT
PKW
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MIS
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THRUSH
DR
NEN
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R
SWAN D
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SWALL
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R
ANDERSON MILL RD
MA
TC
HL
IN
E - T
HIS
S
HE
ET
MA
TC
HL
IN
E - P
LA
NV
-1
04
OF
RE
V.
NO
.
SURVEY BY
DRAWN BY
CHECKED BY
DESIGNED BY
REVIEWED BY
NOTES NAME DATE
BY
DA
TE
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VIS
IO
N D
ES
CR
IP
TIO
N
CIT
Y O
F A
US
TIN
, T
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M
ILL R
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D R
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L M
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SP
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S 183
EX
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P
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V-105 8 36
N/A N/A
JT/EZ 4/17
JT/EZ 4/17
EZ/CG 4/17
ESD 4/17
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
2/8/2018 10:57 A
MN
:\T
EA
M4\A
TD
_A
ND
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SO
N_M
ILL_R
D\D
WG
\P
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N_F
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S\D
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NM
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MA
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HL
IN
E - P
LA
NV
-1
06
MA
TC
HL
IN
E - T
HIS
S
HE
ET
0
HORIZONTAL SCALE IN FEET
VERTICAL SCALE IN FEET
20 40
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.
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
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FL=
975.72
G
AT
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R
AM
P
FL=
977.57
FL=
972.47
FL=
972.33
FL=
974.4
2
FL=
974.42
FL=
976.29
FL=
976.8
0
FL=
976.88
E
FL=
976.71
18" R
C
P
RD
RD
R
D
FL=
978.47
FL=
978.70
E OH
E OH
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
ELM
H
TO
P=
981.81
ELM
H
TO
P=
981.47
ELM
H
TO
P=
981.33
W
V
TO
P C
O
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R
=981.47
TO
P N
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T=
979.97
FL IN
(S
W
)=
966.16
FL O
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T(N
E)=
966.06
W
W
V
TO
P C
O
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R
=980.48
TO
P N
N
U
T=
978.38
W
W
V
TO
P C
O
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R
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9
TO
P N
U
T=
973.59
{9905 A
ND
ER
SO
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{9817 ANDERSON MILL ROAD}
{9815 A
ND
ER
SO
N M
ILL R
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D}
KA
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CO
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N
10' E
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CA
B. Z
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L. 326 P
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TH
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LH
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OP
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{9813 A
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M
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}
{10010 A
ND
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N M
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PUBLIC UTILITY EASEMENT CAB. C, SL. 204 PRWCT
PU
BLIC
UT
ILIT
Y E
AS
EM
EN
T
CA
B. M
, S
L. 317 P
RW
CT
25' B
U
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IN
G
LIN
EC
AB
. M
, SL. 3
17 P
R
W
C
T
18" C
M
P
18" C
M
P
18" R
C
P
18" C
M
P
18" C
M
P
E O
H
E O
H
E O
H
E O
H
E O
H
E O
H
E O
H
E O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
1
2
" D
I
7
6
-0
1
5
0
24" D
I
94-0006
2
4
"
D
I
9
4
-
0
0
0
6 1
2
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D
I
7
6
-
0
1
5
0
24" D
I
94-0006
1
2
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D
I
7
6
-
0
1
5
0
6" DI
6
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D
I
7
6
-
0
1
5
0
8
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P
V
C
9
9
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0
0
3
7
W
1
2
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D
I
2
0
0
1
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0
6
7
7
W
W
C
U
G
C
U
G
C
U
G
C
U
G
C
U
G
C U
G
C UG
C U
G
C
U
G
C
U
G
C UG C UG
C U
G
C
U
G
C
U
G
C
U
G
(25.0
0')
(6
3
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5
')
(A=
78.6
8')
(A=90.28')
AR
C=
(87.6
1')
(
8
5
.
0
0
')
(A
=
3
6
7
.6
5
')
(37.4
7')
(
3
1
.
3
2
')
(
9
.5
6
')
(A
=68.4
2')
(
2
4
.
3
4
')
(1
3
1
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9
')
KA
TH
Y A
NN
CO
TH
RA
N
NO
RE
FE
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NC
E A
VA
ILA
BLE
W
CA
D P
ID R
487754
E
FH
E
E
W
W
FH
FH
IC
E
E
E
E
E
IC
E
9154
8088
8089
8090
8091
8093
8111
8415
ANDERSON MILL ROAD(R.O.W. VARIES)
9
8
0
976
977
9
7
8
9
7
9
9
8
1
9
8
2
9
8
3
E OH
E OH
E OH
E OH
E OH
E O
H
E O
H
E OH
E OH
E OH
E OH
E OH
E OH
E OH
F
L
A
G
P
O
L
E
B
R
IC
K
C
O
L
U
M
N
F
L
=
9
6
6
.0
4
F
L
=
9
6
5
.9
2
F
L
=
9
6
6
.3
5
F
L
=
9
6
6
.2
6
F
L
=
9
6
6
.8
6
F
L
=
9
6
6
.7
2
F
L
=
9
6
8
.1
1
F
L
=
9
6
7
.3
4
F
L
=
9
6
7
.4
6
F
L
=
9
6
9
.5
2
F
L
=
9
6
8
.1
6
F
L
=
9
6
9
.6
0
F
L
=
9
7
1
.1
4
F
L
=
9
7
1
.2
3
F
L
=
9
7
2
.4
7
F
L
=
9
7
2
.3
3
B
R
IC
K
S
IG
N
B
R
IC
K
S
IG
N
S
T
O
N
E
S
IG
N
R
D
R
DR
D
R
D
W
W
M
H
T
O
P
=
9
7
2
.6
6
F
L
IN
(S
W
)=
9
6
6
.1
6
F
L
O
U
T
(N
E
)=
9
6
6
.0
6
C
O
M
H
T
O
P
=
9
7
1
.8
2
F
L
=
9
7
1
.5
4
F
L
=
9
7
1
.6
0
S
T
O
N
E
C
U
R
B
IN
G
2
" V
E
R
T
IC
A
L
P
V
C
E O
H
T
R
V
4
N
=
1
0
1
3
5
5
2
7
.0
9E
=
3
0
9
6
0
4
1
.0
0
5
/8
" IR
O
N
R
O
D
{9811 ANDERSON MILL ROAD}
{8908 ANDERSON MILL ROAD}
P
E
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R
T
. K
R
O
P
FA
N
D
B
E
TH
K
R
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P
F
D
O
C
. 9545494
O
R
W
C
T
{9805 ANDERSON MILL ROAD}
{ANDERSON MILL ROAD}
10' E
LE
C
TR
IC
A
N
D
T
E
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C
O
M
M
. E
A
S
E
M
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C
A
B
. Z
, S
L. 326 P
R
W
C
T
B
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A
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T
W
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. Z
, S
L. 326
P
R
W
C
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{9813 A
ND
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SO
N M
ILL R
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D}
B
E
TH
A
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Y
U
N
IT
E
D
M
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D
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C
. 2004074035
O
P
R
W
C
T
W
C
A
D
P
ID
R
532335
18" CMP
18" CMP
18" CM
P
18" C
MP
18"
CM
P
18"
CM
P
1
8
" C
M
P
1
8
" C
M
P
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
12" DI
76-0150
12" DI
76-0150
24" DI
94-0006
12" DI
76-0150
6" CI
63-0101
E
U
G
E U
G
C UG
C UG
C UG
C UG
C UG
C UG
C U
G
C U
G
C U
G
C UG
C UG
C UG
C UG
C UG
18" CMP
18" CMP
(85.00')
(85.00')
(85.00')
(463.85')
(A
=367.65')
B
M
B
M
2
C
O
N
C
R
E
T
E
F
L
U
M
E
K
A
TH
Y
A
N
N
C
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A
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B
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C
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487754
C
E
W
WW
CO
W
W
WW
CO
W
W
IC
IC
ICI
C
IC
5
8
4
7
5
8
4
8
5
8
6
0
5
8
6
1
5
8
6
2
5
8
6
3
5
8
6
4
5
8
6
5
5
8
6
65
8
6
7
5
8
6
8
5
8
6
9
5
8
7
0
5
8
7
1
5
8
7
2
6
1
4
0
6
1
4
1
6
1
4
2
6
1
4
4
6
1
4
5
6
1
4
6
6
1
4
7
6
1
4
8
6
9
0
8
7
1
8
2
7
2
9
7
7
2
9
8
7
2
9
9
7
3
0
0
7
4
0
3
7
4
2
5
7
4
3
4
1
1
1
6
6
ANDERSON MILL ROAD(R.O.W. VARIES)
9
7
0
9
7
5
9
6
9
9
7
1
9
7
2
9
7
3
9
7
4
9
7
6
N U
S 183 HW
Y SV
RD SB
ANDERSON MILL RD
ANDERSON MILL RD
N U
S 183 HW
Y SV
RD SB
ANDERSON MILL RD
ANDERSON MILL RD
MA
TC
HL
IN
E - T
HIS
S
HE
ET
MA
TC
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IN
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LA
NV
-1
05
OF
RE
V.
NO
.
SURVEY BY
DRAWN BY
CHECKED BY
DESIGNED BY
REVIEWED BY
NOTES NAME DATE
BY
DA
TE
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VIS
IO
N D
ES
CR
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TIO
N
CIT
Y O
F A
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TIN
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D R
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L M
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SH
EE
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F 8
V-106 9 36
N/A N/A
JT/EZ 4/17
JT/EZ 4/17
EZ/CG 4/17
ESD 4/17
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
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##
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##
##
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##
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##
##
##
2/8/2018 10:58 A
MN
:\T
EA
M4\A
TD
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ND
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ILL_R
D\D
WG
\P
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N_F
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S\D
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NM
R-V
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IN
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LA
NV
-1
07
MA
TC
HL
IN
E - T
HIS
S
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ET
0
HORIZONTAL SCALE IN FEET
VERTICAL SCALE IN FEET
20 40
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.
E OH
E OH
E OH
E OH
E OHE OH
E OHE OH E OH
E OH
E OH E OH E OH E OH
F
L
=
9
6
4
.6
6
F
L
=
9
6
4
.7
5
E
O
H
E
O
H
W
H
E
E
L
S
T
O
P
F
L
=
9
6
4
.6
0
F
L
=
9
6
4
.7
8
F
L
=
9
6
5
.1
8
F
L
=
9
6
5
.1
9
F
L
=
9
6
6
.0
4
F
L
=
9
6
5
.9
2
E
O
H
E
O
H
E
O
H
B
R
IC
K
W
A
L
L
W
/S
IG
N
E
L
M
H
T
O
P
=
9
6
5
.7
1
E
L
M
H
T
O
P
=
9
6
5
.8
5
E
L
M
H
T
O
P
=
9
6
6
.3
4
W
W
M
H
T
O
P
=
9
6
6
.2
9
F
L
IN
(S
W
)=
9
6
0
.0
9
F
L
O
U
T
(N
E
)=
9
5
9
.8
9
W
W
M
H
T
O
P
=
9
6
5
.8
8
F
L
IN
(S
W
)=
9
5
8
.3
8
F
L
O
U
T
(E
)=
9
5
8
.2
8
F
L
IN
(S
W
)=
9
5
7
.9
3
F
L
O
U
T
(N
E
)=
9
5
7
.9
0
C
O
M
H
T
O
P
=
9
6
6
.2
6
F
L
=
9
6
5
.3
2
F
L
=
9
6
5
.1
4
P
L
A
N
T
E
R
IC
U
T
O
P
IA
V
ILLA
G
E
S
LP
D
O
C
. 2008005778
{9801 ANDERSOMN MILL ROAD}
{9725 ANDERSON MILL ROAD}
{9718 ANDERSON MILL ROAD}
5'X
55' T
E
LE
P
H
O
N
E
&
E
LE
C
T
R
IC
E
A
S
E
M
E
N
T
V
O
L. 575, P
G
. 280 D
R
W
C
T
25' B.L. CAB. J, SL. 227 PRWCT
18" CMP
18" CMP
18" CMP
18" CMP
18" CMP
18" CMP
WW
WW
WW
WW
WW
WW
WW
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W W W W
12" DI
76-015012" DI
76-0150
24" DI
94-0006
24" DI
94-0006
8" PVC
8" PVC
99-0037
99-0037
E O
H
E
O
H
E
U
G
E U
G
E
U
G
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
(255.06')
(137.14')
(52.86')
(463.85')
(2.80')
C
O
N
C
R
E
T
E
F
L
U
M
E
W
W
W
W
C
E
C
E
W
W
W
CO
E
W
E
W
W
CO
W
W
CO
E
IC
ICIC
5
8
0
8
5
8
2
1
5
8
4
7
5
8
4
8
6
3
8
7
6
3
8
8
6
3
8
9
6
3
9
0
6
3
9
2
6
4
0
7
6
4
0
86
4
0
9
6
4
1
0
6
4
1
1
6
4
1
2
6
4
1
5
6
4
1
6
6
4
1
7
6
4
5
5
6
4
9
9
6
5
4
9
6
7
5
0
6
8
2
0
6
8
2
1
7
5
2
4
7
5
2
5
7
5
2
6
7
5
2
7
7
5
2
8
7
5
2
9
7
5
3
0
7
5
3
1
7
5
3
2
1
3
5
2
6
ANDERSON MILL ROAD(R.O.W. VARIES)
9
6
7
9
6
8
E OH E OHE OH
E OHE OH
E OHE OH
E OHE OH E OH E OH E OH E OH
E OH
E
O
H
E
O
H
E
O
H
E O
H
E
L
E
C
T
R
IC
O
U
T
L
E
T
F
L
=
9
6
5
.3
5
F
L
=
9
6
6
.4
7
B
U
S
IN
E
S
S
S
IG
N
B
R
IC
K
W
A
L
L
E
ELMH
TOP=970.13
E
L
M
H
T
O
P
=
9
6
5
.7
1
S
IG
N
P
O
S
T
S
FL IN(SW)=955.97
FL OUT(SE)=955.99
WV
TOP COVER=970.54
TOP NUT=969.02
WV
TOP COVER=970.79
TOP NUT=968.80
W
W
M
H
T
O
P
=
9
6
5
.8
8
F
L
IN
(S
W
)=
9
5
8
.3
8
F
L
O
U
T
(E
)=
9
5
8
.2
8
W
W
M
H
T
O
P
=
9
6
5
.3
8
F
L
IN
(W
)=
9
5
8
.2
8
F
L
O
U
T
(N
E
)=
9
5
8
.1
8
W
W
M
H
T
O
P
=
9
6
6
.4
7
F
L
IN
(S
W
)=
9
5
7
.9
3
F
L
O
U
T
(N
E
)=
9
5
7
.9
0
WWMH
TOP=970.88
FL IN(SW)=956.93
FL IN(NW)=957.46
FL OUT(NE)=956.87
WWMH
TOP=971.03
FL IN(SW)=956.81
FL IN(NW)=956.77
FL OUT(NE)=956.68
WWMH
TOP=970.82
FL IN(NW)=958.22
FL OUT(SE)=958.12
C
O
M
H
T
O
P
=
9
6
6
.2
6
IC
IC
R
A
M
P
E OH
E OH
E OH
E OH
E OH
E
O
H
S
IG
N
BUS STOP
SPEED BUMP
S
P
E
E
D
B
U
M
P
TRV 3
N=10135751.75
E=3096873.82
5/8" IRON ROD
{9707 ANDERSON MILL ROAD}
{9718 ANDERSON MILL ROAD}
25' B.L. DOC. 2007092450 OPRWCT
10' P.U.E. DOC. 2006097387 OPRWCT
5'X
55' T
E
LE
P
H
O
N
E
&
E
LE
C
T
R
IC
E
A
S
E
M
E
N
T
25' B.L. CAB. J, SL. 227 PRWCT
7.5' P.U.E. CAB. F, SL. 201 PRWCT
5' E
AS
EM
EN
T C
AB
. J, S
L. 227 P
RW
CT
18" CMP
E OH
E OH
E OH
E OH
E OH
E
O
H
W
W
W
W
W
W
WW
WW
WW
WW
WW
WW
WW
W
W
W
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W W
12" DI
76-0150
12" DI
76-0150
12" DI
76-0150
24" DI
94-0006
24" DI
94-0006
6" CI72-0098
12" DI
76-0150
6" DI
6" CI 72-0098
12
" D
I
20
07
-0
67
3
8" D
I
85
-1
05
9
8" D
I
85
-1
05
9
8" PVC
8" PVC
8" PVC
99-0037
99-0037
99-0037
E UG
E UG
E UG
E UG
E UG
E UG
E UG
E UG
E UG
E UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
(286.68')
(275.25')
(50.17')
(10.59')
(137.14')
(137.14')
{9708 ANDERSON MILL ROAD}
WWWW
WW
W
W
CO
E
W
IC
IC
IC
WW
W
W
W
W
W
W
W
E
W
W
W
W
W
C
W
W
E
C
F
H
W
IC
F
H
4
8
4
2
4
8
4
3
5
5
0
1
5
5
0
2
5
5
0
35
5
0
4
5
5
0
5
5
7
0
3
5
7
0
4
5
7
0
5
5
7
0
6
5
7
0
7
5
7
1
4
5
7
2
4
5
0
7
55
0
7
6
5
0
7
9
5
0
8
0
5
0
8
1
5
0
8
2
6
3
8
7
6
3
8
8
6
3
8
9
6
3
9
0
6
3
9
2
6
3
9
9
6
4
0
0
6
4
0
7
6
4
0
86
4
0
9
6
4
1
0
6
4
1
1
6
4
1
2
6
4
1
6
7
4
8
5
7
4
8
8
7
4
8
9
7
4
9
3
1
1
1
6
7
1
1
1
6
8
1
1
1
6
9
ANDERSON MILL ROAD(R.O.W. VARIES)
9
7
0
9
6
7
9
6
8
9
6
9
9
7
1
N U
S 183 HW
Y SV
RD SB
ANDERSON MILL RD
ANDERSON MILL RD
N U
S 183 HW
Y SV
RD SB
ANDERSON MILL RD
ANDERSON MILL RD
MA
TC
HL
IN
E - T
HIS
S
HE
ET
MA
TC
HL
IN
E - P
LA
NV
-1
06
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
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T
O U
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EX
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TIN
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ON
DIT
IO
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P
LA
N
AN
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ON
M
IL
L R
D. - S
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6
O
F 8
EX
IS
TIN
G C
ON
DIT
IO
NS
P
LA
N A
ND
ER
SO
N M
ILL R
D. -
SH
EE
T 6 O
F 8
V-107 10 36
N/A N/A
JT/EZ 4/17
JT/EZ 4/17
EZ/CG 4/17
ESD 4/17
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
2/8/2018 10:58 A
MN
:\T
EA
M4\A
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N_M
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_E
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, JO
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PA
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ME
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LIC
W
OR
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EN
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RIN
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VIC
ES
D
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N
MA
TC
HL
IN
E - P
LA
NV
-1
08
MA
TC
HL
IN
E - T
HIS
S
HE
ET
0
HORIZONTAL SCALE IN FEET
VERTICAL SCALE IN FEET
20 40
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.
E O
H
E O
H
E O
H
E OH
E OH
E OH
E OH
E OHE OH
E OHE OH
E OHE OH
E OHE OH
E OH
E OH
E OH
E O
H
FL=964.28
FL=962.50
FL=961.42
RAMP
12" CMP
COMH
TOP=964.55
C
STONE SIGN
ELMH
TOP=963.34
ELMH
TOP=970.13
RAMP
WWMH
TOP=971.38
FL IN(SW)=955.97
FL OUT(SE)=955.99
WV
TOP COVER=970.54
TOP NUT=969.02
WV
TOP COVER=970.79
TOP NUT=968.80
FL IN(NW)=958.22
FL OUT(SE)=958.12
18" CMP
FL=963.31
BUS STOP
SPEED BUMP
SPEED BUMP
W
WV
TOP COVER=968.51
TOP NUT=INACCESSIBLE
(SILTED)
C
TRV 3
N=10135751.75
E=3096873.82
5/8" IRON ROD
{9617 ANDERSON MILL ROAD}
{9706 ANDERSON MILL ROAD}
{13492 RESEARCH BOULEVARD}
15' P.U.E. CAB. F, SL. 201 PRWCT
10' P.U.E. CAB. D, SL. 360 PRWCT
7.5' P.U.E. CAB. F, SL. 201 PRWCT
10' P.U.E. CAB. F, SL. 201 PRWCT
25' B.L. CAB. F, SL. 201 PRWCT
E O
H
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W W
W
W
WW
WW
W
6" CI
72-0098
12" DI
76-0150
12" DI
76-0150
24" DI
94-0006
24" DI
94-0006
6" CI
72-0098
8" D
I
85-1059
6" C
I
8" PVC
8" P
VC
99-0037
99-0037
E O
H
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
(231.47')
(55.01')
(20.07')(277.71')
(9.59')
W
BM 1
BM
E
C
3
7
3
9
IC
IC
W
W
W
W
W
W
W
W
AR
E
WW
FH
E
IC
IC
E
W
FH
C
C
BM
C
4
5
4
8
4
5
4
9
4
7
2
0
4
7
7
8
4
7
7
9
4
8
4
1
4
8
4
2
4
8
4
3
5
0
7
6
5
0
7
9
5
0
8
0
5
0
8
1
5
0
8
2
1
1
1
6
9
8
6
8
9
8
6
9
0
ANDERSON MILL ROAD(R.O.W. VARIES)
9
6
5
9
7
0
9
6
3
9
6
4
9
6
6
9
6
7
9
6
8
9
6
9
9
7
1
WV
TOP COVER=958.22
TOP NUT=957.32
E OH
E OH
E OH
E OH
E OHE OH E
OH
E O
H
E
O
H
E
O
H
E
O
H
E
O
H
GRATE INLET
TOP=957.35
FL=652.42
FL=951.85
FL=951.78
FL=951.88
GRATE INLET
TOP=956.77
MONITOR WELLS
(TYP)
RAMP
RAMP
RAMP
GRATE INLET
TOP=956.41
24" RCP
RAMP
RAMP
RAMP
RAMP
ELMH
TOP=955.96
E
E
E
E
E
E
E
ELMH
TOP=963.34
WV
TOP COVER=957.98
TOP NUT=957.00
WV
TOP COVER=957.91
TOP NUT=957.21
WV
TOP COVER=958.93
TOP NUT=957.43
WV
TOP COVER=961.38
TOP NUT=959.90
WV
TOP COVER=958.02
TOP NUT=957.30
WV
TOP COVER=961.05
TOP NUT=960.35
WV
TOP COVER=962.73
TOP NUT=959.92
WWMH
TOP=959.67
FL IN(NW)=951.47
FL IN(SW)=951.47
FL OUT(SE)=951.37
W
IC
E O
H
12" PVC
FL=952.21
FL=954.91
TRV 2
N=10136017.23
E=3097400.58
5/8" IRON ROD
{13466 RESEAR
CH
BOU
LEVARD
}
{13492 RESEARCH BOULEVARD}
30' B.L. CAB. D, SL. 360 PRWCT
25' B.L. CAB. D
, SL. 192 PRWCT
REFLECTORS
BUSINESS SIGN
WV
TOP COVER=961.05
TOP NUT=960.35
WV
TOP COVER=962.73
TOP NUT=959.92
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
12" D
I
12" D
I
1
2
"
D
I
24" DI
94-0006
12" DI
76-0150
6" CI
72-0098
9
9
-
0
0
0
6
6" C
I
12" DI
12" D
I
94-0006
6" D
I
12" D
I
36" DI
94-0006
3
6
" D
I 9
4
-0
0
0
6
3
6
"
D
I
1
2
"
D
I
10" U
NK
81-0647
8" P
VC
2010-2014
T
S
U
G
TS UG
TS
U
G
TS
U
G
TS
U
G
TS
U
G
TS
U
G
T
S
U
G
T
S
U
G
T
S
U
G
E O
H
E U
G
E U
G
E
U
G
E
U
G
E
U
G
E U
G
E UG
E UG
2
4
" R
C
P
36" R
CP
24" R
CP
30" R
CP
30" R
CP
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
C UG
(180.81')
(42.05')
(11.52')
(
7
3
.
2
7
')
(50.26')
(
6
8
.
8
8
'
)
(5
8
.0
6
')
(61.7
8')
(313.69')
TV
W
W
W
WW
W
FH
W
W
W
W
W
IC
IC
IC
IC
BM
WW
W
W
W
FH
FH
E
3
5
1
9
3
5
2
0
3
5
2
1
3
5
2
2
3
5
2
3
3
5
2
4
3
5
2
5
3
5
2
6
3
5
4
7
3
7
3
9
W
E
4
7
7
8
8
6
8
9
8
6
9
0
ANDERSON MILL ROAD(R.O.W. VARIES)
N U
S 18
3 H
WY
SV
RD
SB
9
6
0
9
5
6
957
958
9
5
9
9
6
1
9
6
2
9
6
3
N U
S 183 HW
Y SV
RD SB
N U
S 183 HW
Y SV
RD N
B
ANDERSON MILL RD
N U
S 183 HW
Y SV
RD SB
N U
S 183 HW
Y SV
RD N
B
ANDERSON MILL RD
MA
TC
HL
IN
E - T
HIS
S
HE
ET
MA
TC
HL
IN
E - P
LA
NV
-1
07
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
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NA
L M
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PR
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SP
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LA
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IL
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7
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ON
DIT
IO
NS
P
LA
N A
ND
ER
SO
N M
ILL R
D. -
SH
EE
T 7 O
F 8
V-108 11 36
N/A N/A
JT/EZ 4/17
JT/EZ 4/17
EZ/CG 4/17
ESD 4/17
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
2/8/2018 10:58 A
MN
:\T
EA
M4\A
TD
_A
ND
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SO
N_M
ILL_R
D\D
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N_F
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IK
A
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
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EN
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EE
RIN
G S
ER
VIC
ES
D
IV
IS
IO
N
MA
TC
HL
IN
E - P
LA
NV
-1
09
MA
TC
HL
IN
E - T
HIS
S
HE
ET
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.
0
HORIZONTAL SCALE IN FEET
VERTICAL SCALE IN FEET
20 40
0
HORIZONTAL SCALE IN FEET
VERTICAL SCALE IN FEET
20 40
E
O
H
E
O
H
E OH
E OH
E
O
H
CURB INLET
TOP=952.16
CURB INLET
TOP=950.00
CURB INLET
TOP=949.95
FL=945.95
CURB INLET
TOP=952.59
FL=946.59
RAMP
RAMP
RAMP
RAMP
RAMP
RAMP
RAMP
COMH
TOP=950.09
C
CURB INLET
TOP=953.10
FL=946.70
ELMH
TOP=955.96
E
ELMH
TOP=955.36
E
E
E
E
E
E
E
E
E
E
E
E
EE
E
WV
TOP COVER=950.48
TOP NUT=948.28
WV
TOP COVER=951.45
TOP NUT=949.15
WV
TOP COVER=950.11
TOP NUT=948.10
WV
TOP COVER=949.83
TOP NUT=944.14
WMH
TOP=949.92
WATER VENT
E
E
{
1
3
4
9
7
R
E
S
E
A
R
C
H
B
O
U
L
E
V
A
R
D
}
{RE
SE
AR
CH
BO
ULE
VA
RD
}
15' B.L. CAB. D, SL. 185 PRWCT
5
'
P
.
U
.
E
.
C
A
B
.
U
,
S
L
.
1
1
6
P
R
W
C
T
D
O
C
.
2
0
0
1
0
2
1
7
1
7
O
P
R
W
C
T
FL=940.66
FL=945.70
FL=945.50
FL=941.16
FL=940.56
E O
H
E O
H
E O
H
E O
H
E O
H
E O
H
W
W
W
W
W
W
W
W
W
W
W
W
W
W
3
6
"
D
I
3
6
"
D
I
1
2
"
D
I
12" D
I
8" D
I
1
2
"
D
I
9
9
-
0
0
0
6
9
4
-
0
0
0
6
G
G
G
G
G
G
G
TS
UG
TS
UG
TS
UG
TS
U
G
T
S
U
G
T
S
U
G
T
S
U
G
TS UG
TS
UG
TS
UG
TS
UG
T
S
U
G
T
S
U
G
TS
U
G
T
S
U
G
TS
U
G
T
S
U
G
E
O
H
E U
G
E U
G
E
U
G
E
U
G
E
U
G
E U
G
E
U
G
E
U
G
E
U
G
E UG
E UG
E UG
E UG
E UG
E UG
E UG
30" R
C
P
18" RCP
30" R
CP
18" RCP
18" RCP
18" RCP
TS
U
G
E U
G
C UGC UG C UG
C UG C UGC UG
C UG C UGC UG
C UG C UGC UG
C UG C UG
(
1
1
9
.
6
2
'
)
(
7
7
.
7
5
')
(38.6
7')
TC
E
E
TV
E
E
C
W
TC
W
W
FH
W
FH
W
1
6
1
8
6
1
6
1
8
7
1
6
1
8
8
ANDERSON MILL ROAD(R.O.W. VARIES)
N US
183 H
WY
SVRD
NB
9
5
0
9
5
5
9
5
1
9
5
2
9
5
3
9
5
4
9
5
6
957
E OH
E OH
CURB INLET
TOP=950.00
CURB INLET
TOP=949.95
FL=945.95
COMH
TOP=950.09
C
WV
TOP COVER=950.48
TOP NUT=948.28
WV
TOP COVER=949.83
TOP NUT=944.14
WMH
TOP=949.92
WATER VENT
TRV 1
N=10136212.53
E=3098061.04
MAG NAIL
WAL-AUSTIN, LLC
DOC. 2016058473
{RE
SE
AR
CH
BO
ULE
VA
RD
}
15' B.L. CAB. D, SL. 185 PRWCT
10' ELECTRIC EASEMENT CAB. U, SL. 116 PRWCT DOC. 2001021717 OPRWCT
FL=945.70
FL=945.50
W
W
W
W
W
W
W
3
6
"
D
I
3
6
"
D
I
12" D
I
8" DI
9
4
-
0
0
0
6
C UGC UG
(260.31')
(156.86')
(38.6
7')
C
W
W
W
FH
1
6
1
8
6
1
6
1
8
7
1
6
1
8
8
ANDERSON MILL ROAD(R.O.W. VARIES)
9
4
0
945
9
5
0
9
3
8
9
3
9
9
4
1
9
4
2
943
9
4
4
9
4
6
9
4
7
9
4
8
9
4
9
N U
S 183 HW
Y SV
RD SB
N U
S 183 HW
Y SV
RD N
B
ANDERSON MILL RD
N U
S 183 HW
Y SV
RD SB
N U
S 183 HW
Y SV
RD N
B
ANDERSON MILL RD
MA
TC
HL
IN
E - T
HIS
S
HE
ET
MA
TC
HL
IN
E - P
LA
NV
-1
08
OF
RE
V.
NO
.
SURVEY BY
DRAWN BY
CHECKED BY
DESIGNED BY
REVIEWED BY
NOTES NAME DATE
BY
DA
TE
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VIS
IO
N D
ES
CR
IP
TIO
N
CIT
Y O
F A
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TIN
, T
EX
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ON
M
ILL R
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D R
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NA
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PR
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SP
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D P
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T
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EX
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TIN
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N
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ON
M
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8
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EX
IS
TIN
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ON
DIT
IO
NS
P
LA
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N M
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D. -
SH
EE
T 8 O
F 8
V-109 12 36
N/A N/A
JT/EZ 4/17
JT/EZ 4/17
EZ/CG 4/17
ESD 4/17
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
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##
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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
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IO
N_F
ILE
S\D
WG
\A
NM
R-V
-S
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LA
N.D
WG
, C
OA
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DF
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34
, C
OA
_E
SD
.S
TB
TH
IV
AK
AR
AN
, JO
TH
IK
A
DE
PA
RT
ME
NT
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UB
LIC
W
OR
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EN
GIN
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RIN
G S
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VIC
ES
D
IV
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IO
N
MA
TC
HL
IN
E - T
HIS
S
HE
ET
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.
0
HORIZONTAL SCALE IN FEET
VERTICAL SCALE IN FEET
20 40
0
HORIZONTAL SCALE IN FEET
VERTICAL SCALE IN FEET
20 40
