SD
SD
CP-30
CP-31
P.R.W.CT.
CAB. R, SL. 271-273
VISTA OAKS SECTION 4B
LOT 2
LOT 1, BLOCK B
TETCO STORE NO. 50
SUBDIVISION
HIGHLANDS NORTHWEST
SILVERADO PLAZA PHASE I
O.P.R.W.C.T.
DOC. #199957924
THE WHITESTONE BOULEVARD, LTD.
CALLED 25.00 ACRES
TRACT THREE
F&F CAPITAL, LLC
HIGHLANDS NORTHWEST SUBDIVISION
ARBOR PARK LOT 1 F&F CAPITAL, LLC
PARMER LANE VILLAGE SUBDIVISIONVILLAGE SUBDIVISION
PARMER LANE VILLAGE SUBD.
PARMER LANE
LOT 5, BLK A
RESUBD. OF
PARMER LANE VILLAGE SUBDIVISION
RESUBDIVISION OF LOT 5, BLOCK A
CAROLVILLE, LTD
WILL R. WILSON, JR., TRUSTEE
DIAMOND K PLUS, LTD
CITY OF CEDAR PARK
PATRICIA ANN CHERNOSKY, ET AL
MANOR INVESTMENTS, L.L.C.
SEALY TIMBER RIDGE &
CLEO BAY SUBDIVISION
CLEO BAY SUBDIVISION
TORO GRANDE SUBDIVISION
THE WHITESTONE BOULEVARD, LTD.
CLEO BAY IMPORTS, LTD
CEDAR PARK LAND, LP
THE WHITESTONE BOULEVARD, LTD.
CEDAR PARK LAND, LP
RAINBOW HEIGHTS
G. KATHERINE McCANN GALLOWAY
JAMES PATTON CARSSOW, ET AL.
WILLIAM E. STIPE, ET EUX
ALVIN LOYD RICE, ET EUX
PHASE TWO
SPANISH OAK TERRACE
JAMES PATTON CARSSOW, ET AL.
CITY OF ROUND ROCK
VISTA OAKS SECTION 7A & 7BVISTA OAKS SECTION 4B
THOMAS W. STEPHENS
JARED GLAZIER
DAVID J. SCHARA
ROBERT L. LAMBERT
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLYONLY
ONLY ONLY ONLY
ONLY
ONLYONLYONLY
ONLYONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
U/E
ARV
42" WL
42"
WL (P
ER
GIS-
NO
T
MA
RK
ED)
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
42"
WL (P
ER
GIS-
NO
T
MA
RKE
D)
(PER GIS-
NOT
MAR
KED)
36"
WL
36" WL (PER GIS-NOT MARKED)
M
AR
KE
D)
(P
ER
GIS-
NO
T
36"
WL
24" WL (PER GIS)
M
AR
KE
D)
(P
ER
GIS-
NO
T
36"
WL
16"
WL (P
ER
GIS-
NO
T
MA
RK
ED)
16" WL (PER GIS-NOT MARKED)
FIBER OPTIC LINE NOT MARKED
FIBER OPTIC LINE NOT MARKED
FIBER OPTIC LINE NOT MARKED
FIBER OPTIC LINE NOT MARKED
FIBER OPTIC LINE NOT MARKED
FIBER OPTIC LINE NOT MARKED
11.3
0.1
0.5
1.4
0.8
0.1
0.8
Pop 14,842
0.8
1.1
GEORGETOWN
1.4
5.8
CITY
LIMIT
ROUND ROCK
CIT
Y
LIMIT
UP
0.4
2.2
1.6
1.3
1.3
Pop 30,923
1.5 ROUND
RO
CK
CIT
Y
RO
CK
CIT
Y
LIMIT
RO
CK
CIT
Y
LIM
IT
RO
UN
D
8.4
3.5
GE
OR
GE
TO
WN
RAIL
RO
AD
0.4
1.5
0.5
0.7
UP RR
CITY
LIMIT
1.2
GEORGETOWN
1.0
1.2
RAIL
WA
Y
NO
RT
HW
ES
TE
RN
4.2
AU
STIN
RAILWAY
NORTHW ESTERN
AU
STIN
6.1
1.8
Pop 5,161
0.1
10.7
ROUND ROCK
RO
UN
D
0.6
CEDAR PARK
2.8
4.3
PARK
CIT
Y
LIMIT
LIM
IT
LE
AN
DE
R
CIT
Y
LIM
IT
UP
UP
UP
B35
M
B35
L
B35
L
B35
L
B35
M
C
11.3
0.1
0.5
1.4
0.8
0.1
0.8
Pop 14,842
0.8
1.1
GEORGETOWN
1.4
5.8
CITY
LIMIT
ROUND ROCK
CIT
Y
LIMIT
UP
0.4
2.2
1.6
1.3
1.3
Pop 30,923
1.5 ROUND
RO
CK
CIT
Y
RO
CK
CIT
Y
LIMIT
RO
CK
CIT
Y
LIM
IT
RO
UN
D
8.4
3.5
GE
OR
GE
TO
WN
RAIL
RO
AD
0.4
1.5
0.5
0.7
UP RR
CITY
LIMIT
1.2
GEORGETOWN
1.0
1.2
RAIL
WA
Y
NO
RT
HW
ES
TE
RN
4.2
AU
STIN
RAILWAY
NORTHW ESTERN
AU
STIN
6.1
1.8
Pop 5,161
0.1
10.7
ROUND ROCK
RO
UN
D
0.6
CEDAR PARK
2.8
4.3
PARK
CIT
Y
LIMIT
LIM
IT
LE
AN
DE
R
CIT
Y
LIM
IT
UP
UP
UP
B35
M
B35
L
B35
L
B35
L
B35
M
C
PI STATION
DELTA
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
PI STATION
DELTA
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
PI STATION
DELTA
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
= 263+39.54
= 1,292.30
= 2,554.05
= 6,790.00
= 250+47.24
= 276+01.29
245+00
250+00
255+00 260+00
265+00
270+00
275+00
280+00
285+00
290+00
295+00
300+00
305+00
310+00
315+00
320+00
325+00
330+00
335+00
340+00PC 250
+64.37
PT 275
+84.56
PC 278
+85.89
PT 300
+72.93
PC 326
+97.98
PT 331
+53.02
PO
T 343
+00.40
= 329+25.15
= 227.58
= 455.04
= 8,500.00
= 326+97.57
= 331+52.61
= 289+92.48
= 1,106.99
= 2,187.03
= 5,730.00
= 278+85.49
= 300+72.52
G:\0977.002.000\07.00
CA
DD\
Sche
matic\01-
Sche
matic-
PE
R
Exhibits\1431_
Sche
matic_02.dgn
11:22:56
AM
12/16/2013
PROFILE LEGEND
NO. DATE REVISION APPROV. AT PGL
PROPOSED GRADE
AT PROPOSED PGL
NATURAL GROUND
PROFILE LEGEND
AT PGL
PROPOSED GRADE
AT PROPOSED PGL
NATURAL GROUND
RM 1431 WIDENING
NO. DATE REVISION APPROV.
RM 1431 WIDENING
0 100
1"= 10' (V)
SCALE 1"= 100' (H)
200 0 100
1"= 10' (V)
SCALE 1"= 100' (H)
200
Texas PE Firm Reg. # F-929
Phone: (512) 328-5771 Fax: (512) 328-5774
AUSTIN, TX 78746
BUILDING V, SUITE 220
901 SOUTH MOPAC EXPRESSWAY
Texas PE Firm Reg. # F-929
Phone: (512) 328-5771 Fax: (512) 328-5774
AUSTIN, TX 78746
BUILDING V, SUITE 220
901 SOUTH MOPAC EXPRESSWAY
240+00 245+00 250+00 255+00 260+00 265+00 270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00 310+00 315+00 320+00 325+00 330+00 335+00 340+00
LIMITS: 183A TO SAM BASS RD LIMITS: 183A TO SAM BASS RD810
820
830
840
850
860
870 870
860
850
840
830
820
810
840
830
820
810
800
790
780
260+00
840
830
820
810
800
790
780
880
870
860
850
840
830
820
295+00
880
870
860
850
840
830
820
Texas Department of Transportation Texas Department of Transportation
EL
EV
AT
PG
L
NG
AT
PG
L
EL
EV
AT
PG
L
NG
AT
PG
L
DESIGN SCHEMATIC
PRELIMINARY
DESIGN SCHEMATIC
PRELIMINARY
0977.002.000
12/16/2013COUNTY:
WILLIAMSON
CSJ:
1378-02-036
KLOTZ PROJECT #: SCALE:
1"=100'
DRAWN BY:
DWJ
SHEET #:
2OF 2
DATE:
0977.002.000
12/16/2013COUNTY:
WILLIAMSON
CSJ:
1378-02-036
KLOTZ PROJECT #: SCALE:
1"=100'
DRAWN BY:
DWJ
SHEET #:
2OF 2
DATE:
PLAN LEGENDPROPOSED PAVEMENT
EXISTING RIGHT OF WAY
PROPERTY LINE
100 YEAR FLOOD
EDWARDS AQUIFER BOUNDARY
CEDAR PARK CITY LIMITS
EASEMENT LINE
PLAN LEGENDPROPOSED PAVEMENT
EXISTING RIGHT OF WAY
PROPERTY LINE
100 YEAR FLOOD
EDWARDS AQUIFER BOUNDARY
CEDAR PARK CITY LIMITS
EASEMENT LINE
R R
DATE:
Under the authority of:
SUBMITTED FOR INTERIM REVIEW
BIDDING OR PERMIT PURPOSES
TO BE USED FOR CONSTRUCTION,
100% PRELIMINARY
DECEMBER 2013, IT IS NOT
BRADLEY R BROWN, P.E. No. 79239
DATE:
Under the authority of:
SUBMITTED FOR INTERIM REVIEW
BIDDING OR PERMIT PURPOSES
TO BE USED FOR CONSTRUCTION,
100% PRELIMINARY
DECEMBER 2013, IT IS NOT
BRADLEY R BROWN, P.E. No. 79239
[
DEPTH UNKNOWN
[ STA 248+17.18
16" WATER LINE
EXISTING
DEPTH UNKNOWN
[ STA 248+69.80
FIBER OPTIC LINE
EXISTING
DEPTH UNKNOWN
[ STA 251+63.80
GAS LINE
EXISTING
DEPTH UNKNOWN
[ STA 251+52.25
GAS LINE
EXISTING
DEPTH UNKNOWN
[ STA 256+71.24
8" WATER LINE
EXISTING
RONALD REAGAN BLVD.
PARMER LANESTA = 242+00.00
EL = 864.08'
(-)1.4564 %
(-)1.4564 % (-)4.2015 %
EL.
= 850.10 '
VP
C 251
+60.00
EL.
= 837.37 '
VP
T 256
+10.00
K = 164
ex = -1.54
L = 450.00'
EL = 846.82'
STA = 253+85.00
(-)1.5604 %859.7
858.2
865.7
864.1
862.7
861.3
856.9
855.4
854.0
852.5
850.7
848.6
846.0
843.0
839.7
836.3
832.7
829.1
825.3
865.64
864.08
862.62
861.17
859.71
858.25
856.80
855.34
853.88
852.43
850.97
849.47
847.46
844.85
841.62
837.79
833.59
829.39
825.18
820.98
[
C TORO GRANDE DRIVEL
] EL 777.92
[ STA 266+37.27
42" WASTEWATER LINE
EXISTING
DEPTH UNKNOWN
[ STA 271+37.22
FIBER OPTIC LINE
EXISTING
DEPTH UNKNOWN
[ STA 277+54.98
12" WATER LINE
EXISTING
CR 272
[BRUSHY CREEK
] EL 785.39
[ STA 264+14.56
PROPOSED 72" CMP EXTENSION
EXISTING 72" CMP
STA = 267+44.50
EL = 802.92'
K = 117
ex = 2.57'
L = 490.00'
EL = 802.92'
STA = 264+30.00
K = 205
ex = 0.24'
L = 200.00'
EL = 805.00'
STA = 273+40.00
EL 795.46
25YR WSEEL 799.11
100YR WSE
(-)4.2015 %(+)0.0000 % (+)0.0000 %
(+)0.3500 %(+)1.3259
%
EL.
= 813.21 '
VP
C 261
+85.00
EL.
= 802.92 '
VP
T 266
+75.00
EL.
= 804.65 '
VP
C 272
+40.00
EL.
= 806.33 '
VP
T 274
+40.00
] EL 819.45
[ STA 289+05.85
PROPOSED 30" RCP
PROPOSED 2-50"x33" CMP EXTENSION
EXISTING 2-50"x33" CMP
821.3
817.2
813.1
809.2
806.2
804.1
784.2
802.8
802.8
802.8
802.8
802.9
803.5
804.5
805.8
807.2
808.5
809.7
811.1
812.5
813.6
814.9
816.2
817.3
818.5
819.8
821.1
822.3
823.6
824.9
826.2
827.5
828.8
830.1
831.3
820.98
816.78
812.59
808.94
806.16
804.23
803.16
802.92
803.11
803.46
803.81
804.16
804.51
804.95
805.83
807.12
808.45
809.77
811.10
812.43
813.75
815.08
816.40
817.73
819.05
820.38
821.71
823.03
824.36
825.68
827.01
828.34
829.66
830.99
832.31
833.64
LC RALEY ROAD
[
DEPTH UNKNOWN
[ STA 299+28.58
12" WATER LINE
EXISTING
FUTURE COLLECTOR[
CR 175
SAM BASS ROAD
K = 300
ex = -2.04'
L = 700.00'
EL = 872.49'
STA = 325+50.00
K = 179
ex = -1.74'
L = 500.00'
EL = 869.52'
STA = 305+50.00
K = 200
ex = -0.56'
L = 300.00'
EL = 877.17'
STA = 312+15.00
] EL 833.02
[ STA 299+22.18
PROPOSED 54"x42" ARCHED CMP EXTENSION
EXISTING 54"x42" ARCHED CMP
K = 153
ex = 1.31'
L = 400.00'
EL = 836.42'
STA = 297+10.00
(+)1.3259
% (+)3.9
400
%
(+)3.9
400
%(+)1.
1500 %
(+)1.1500
% (-)0.3500 %
(-)0.3500 % (-)2.6800 %
(-)2.6800 %
EL.
= 833.77 '
VP
C 295
+10.00
EL.
= 844.30 '
VP
T 299
+10.00
EL.
= 859.67 '
VP
C 303
+00.00
EL.
= 872.39 '
VP
T 308
+00.00
EL.
= 875.44 '
VP
C 310
+65.00
EL.
= 876.64 '
VP
T 313
+65.00
EL.
= 873.72 '
VP
C 322
+00.00
EL.
= 863.11 '
VP
T 329
+00.00
EL.
= 859.09 '
VP
C 330
+50.00
EL.
= 854.10 '
VP
T 333
+80.00
(-)0.3500 %
K = 142
ex = 0.96'
L = 330.00'
EL = 854.67'
STA = 332+15.00
] EL 842.80
[ STA 332+40.25
PROPOSED 7x6 BC
PROPOSED 2-10x8 BC EXTENSION
EXISTING 2-10x8 BC
852.8
852.3
851.9
851.7
851.6
851.4
851.3
832.6
834.4
836.7
839.7
843.3
847.3
851.4
855.4
859.4
862.9
865.9
868.3
870.2
871.7
873.0
874.3
875.5
876.3
876.6
876.6
876.4
876.1
875.9
875.9
875.8
875.6
875.5
875.1
874.5
873.4
871.7
869.6
867.3
864.9
862.5
860.1
857.6
855.2
853.6
853.1
833.64
835.23
837.47
840.37
843.91
847.85
851.79
855.73
859.67
863.33
866.43
868.98
870.97
872.39
873.54
874.69
875.81
876.54
876.76
876.52
876.17
875.82
875.47
875.12
874.77
874.42
874.07
873.72
873.20
872.35
871.17
869.66
867.81
865.63
863.11
860.43
857.84
855.87
854.60
854.03
853.68
853.33
852.98
852.63
852.28
851.93
851.58
2 %
[ RM 1431
PGL
10:1
3:1 (MAX)
4:1 (TYP)
2 %
[ RM 1431
PGL
10:1
3:1 (MAX)
4:1 (TYP)
[ RM 1431
SHLDR
12'12'12'12'12'
14' 12' 12'
2' 2'
14'12'12'
14'12'12'
3:1 (MAX)
4:1 (TYP)
EXI
STI
NG
RO
W
EXI
STI
NG
RO
W
EXI
STI
NG
RO
W
EXI
STI
NG
RO
WE
XI
STI
NG
RO
W
EXI
STI
NG
RO
W
WITH TURN LANES
PROPOSED RM 1431
PROPOSED RM 1431
EXISTING RM 1431
Option 1
[ RM 1431
2.7 %2.7 %
EXI
STI
NG
RO
W
EXI
STI
NG
RO
W
14'12'12'
200 EXIST ROW'
35' WIDENING
29' 65'
53' 53'
66'67' 67'
& GUTTER
TY II CURB
200' EXIST ROW'
200' EXIST ROW'
200' EXIST ROW'
WALKSIDE
5'
WALKSIDE
2'
2'2'
2' 2'
2'2'
RAISED MEDIAN
5' - 29'
5'-17'
43.5'
56.5'56.5'- 68.5'
BRUSHY CREEK BRIDGE
PROPOSED RM 1431
STA. 265+47.11 TO STA. 266+87.20
STA. 141+56.00 TO STA. 341+91.40
14' 12' 12'
113'- 125'
6'
2 %
[ RM 1431
PGL
2 %10:1
3:1 (MAX)
4:1 (TYP)
3:1 (MAX)
4:1 (TYP)
EXI
STI
NG
RO
W
EXI
STI
NG
RO
W
WITH TURN LANES
PROPOSED RM 1431& GUTTER
TY II CURB
212' EXIST ROW'
2' 2'
2'2'
5'-29'
31.5' - 43.5'113'- 137'
3'
SHLDR
3'
PGL
STA. 321+40.43 TO STA. 329+24.53
STA. 304+00.40 TO STA. 306+50.40
STA. 286+00.00 TO STA. 293+58.42
STA. 269.61.49 TO STA. 278+16.33
6'
14' 12' 12'
56.5' 56.5'-68.5'
MIN.
MIN.
5'
MIN.
5'
2'
43.5 - 55.5'
5'
TY II C>Y II C&G
BREAK
X-SLOPE
2.5 %
BREAK
X-SLOPE
2.5 %
BREAK
X-SLOPE TY II C&G
TY II C&G
2.5 %
BREAK
X-SLOPE
2.5 %2 %
TY II C&G
TY II C&G
2.5 %
BREAK
X-SLOPE
2.5 %
BREAK
X-SLOPE
2 %
4.5'
106'
200 EXIST ROW'
STA. 329+24.55 TO STA. 336+37.38
STA. 314+39.75 TO STA. 320+90.40
STA. 293+58.42 TO STA. 302+00.40
STA. 278+16.33 TO STA. 286+00.00
STA. 336+75.00 TO STA. 341+91.00
STA. 205+85.10 TO STA. 211+90.00
STA. 198+10.00 TO STA. 204+24.69
STA. 179+00.00 TO STA. 182+43.63
STA. 226+96.55 TO STA. 236+00.00*
STA. 211+90.00 TO STA. 219+70.00
STA. 182+43.63 TO STA. 190+25.00
STA. 165+52.00 TO STA. 174+00.00
STA. 150+14.24 TO STA. 156+94.00
STA. 306+80.00 TO STA. 321+40.00
STA. 266+87.20 TO STA. 270+50.17
STA. 263+50.00 TO STA. 265+47.11*
STA. 219+70.00 TO STA. 226+96.55
STA. 190+25.00 TO STA. 198+10.00
STA. 174+00.00 TO STA. 179+00.00
STA. 156+94.00 TO STA. 165+52.00
STA. 141+56.00 TO STA. 150+14.24
4.5'
12' 0'-12' 12' 12' 14' 0-12'
12'0'-12'12'12'14'0-12'
43.5 - 55.5'
44.5' - 56.5'44.5' - 56.5'
89' - 113'
1.5%
5' SDWK
31.5' - 43.5'
1.5%
5' SDWK
3:1 (MAX)
4:1 (TYP)
43.5'
1.5%
5' SDWK*
*
*
EXISTING PGL
PROPOSED PGL
PROPOSED PGL
EXISTING PGL
PROPOSED PGL
EXISTING PGL
100 YR FLOODPLAIN
200'
R.O.W. 200'
R.O.W.
R.O.W.280.5'
CI
TY
OF
CE
DA
R
PA
RK
CI
TY
LI
MI
TS
RE
CH
AR
GE
ZO
NE
ED
WA
RD
S
AQ
UI
FE
R
CO
NT
RI
BU
TI
NG
ZO
NE
ED
WA
RD
S
AQ
UI
FE
R
RECHARGE ZONE
EDWARDS AQUIFER
CONTRIBUTING ZONE
EDWARDS AQUIFER
PA
RK
CI
TY
LI
MI
TS
CI
TY
OF
CE
DA
R
[ RM 1431 STA 250+58.94ELEV. 819.47
TBM-2
ELEV. 806.98
CP-31
ELEV. 811.80
TBM-3
ELEV. 859.36
TBM-4
ELEV. 875.43
TBM-5
ELEV. 876.18
TBM-6
ELEV. 856.44
TBM-7
CO
NT
RI
BU
TI
NG
ZO
NE
ED
WA
RDS
AQ
UIF
ER
RE
CH
AR
GE
ZO
NE
ED
WA
RDS
AQ
UIF
ER
STA. 341+91.40
CSJ# 1378-02-036
END PROJECTELEV. 847.72
TBM-1
ELEV. 806.98
CP-30
200'
R.O.W.
CONC. MULTI. BOX CULV.
EXISTING 2 - 10'X 8'
[ STA 332+39.85
CMP CULVERT
EXISTING 2-50" X33"
[ STA 289+05.41
20' WATER/WW EASEMENT
5' P.U.E.
5' P.U.E.
20' WATER/WW EASEMENT
25' BL. AND LANDSCAPE EASEMENT
10' P.U.E.
20' WATER/WW EASEMENT
40' FILL EASEMENT
7' P.U.E.
20' P.U.E.
CMP CULVERT
EXISTING 1-72"
STA 264+14.36
ARCHED CMP CULVERT
EXISTING 1-54"X 42"
[ STA 299+21.78
20' WATER/WW EASEMENT
25' LANDSCAPE EASEMENT
10' P.U.E.25' B.L. LANDSCAPE EASEMENT
20' P.U.E.
25' BL. & LANDSCAPE EASEMENT
20' WATER/WW EASEMENT 10' P.U.E.
75' WIDE ACCESS EASEMENT
20' WATER/WW EASEMENT
10' P.U.E.
20' WATER/WW EASEMENT
20' WATER/WW EASEMENT
20' WATER LINE EASEMENT10' EASEMENT
10' EASEMENT
7' P.U.E.
7' P.U.E.20' WATER/WW EASEMENT
150' RADIUS SANITARY EASEMENT
15'
P.U.
E.
25' LANDSCAPE EASEMENT
15' P.U.E.
25' PEDESTRIAN ACCESS EASEMENT
10' P.U.E.
10' P.U.E.
20' WATER LINE EASEMENT
25' LANDSCAPE EASEMENT
25' LANDSCAPE EASEMENT
20' P.U.E.25' BL. LANDSCAPE EASEMENT
20' WATER/WW EASEMENT
10' P.U.E.
15' LANDSCAPE
20' LANDSCAPING, UTILITIES, AND ST. SEW. EASEMENT
30' WW EASEMENT
BEGIN BRIDGE
STA 265+47.11
EASEMENT
20' WATER/WW
ELEV. 803.64
STA 265+45.42
BEGIN BRIDGE ELEV. 802.92
END BRIDGE
STA 266+88.11
END BRIDGE
STA 266+87.20
SIDEWALK
PROPOSED
250+64.40 TO STA. 278+22.40
NORTH SIDE OF PROJECT FROM STA.
SIDEWALK TO BE CONSTRUCTED ON
FLOW INTERSECTION.
INCLUDED IN LIMITS OF CONTINUOUS
STA. 236+00.00 TO STA. 263+50.00 *NOTE:
ELEV. 851.26
STA. 341+91.40
CSJ# 1378-02-036
END PROJECT
MA
TC
HLI
NE -
ST
A. 241
+00.00
LOCATION MAP - N.T.S.LOCATION MAP - N.T.S.
FM 1431
Cedar Park
Georgetown
Round Rock
35Ronald R
eagan Blvd.
183
A
FM 2243
SH 29
Project LocationUS 1
83
Cedar Park
Georgetown
Round Rock
35Ronald R
eagan Blvd.
183A
FM 2243
SH 29
Project LocationUS 1
83
Sam Bass Rd
PA
RM
ER
LA
NE
RM 1431
CR 272
CR 272
TO
RO
GR
AN
DE
DRI
VE
RM 1431 RM 1431
RM 1431
CR 175
SA
M
BA
SS
RO
AD
BR
US
HY CREE
K
RA
LE
Y
RD
PRELIMINARY SUBJECT TO CHANGE
Sam Bass Rd
EXISTING SIGNAL
EXISTING SIGNAL
EXISTING SIGNAL
FU
TU
RE
CO
LL
EC
TO
R
.D
VL
B
NA
GA
ER
DL
AN
OR
THE ELEVATIONS ARE BASED ON THE NAVD-88.
USING A COMBINED SCALE FACTOR OF 1.00011.
CENTRAL ZONE (4203) AND ADJUSTED TO SURFACE
COORDINATE SYSTEM, NAD-83(1993)HARN, TEXAS
COORDINATES BASED ON THE TEXAS STATE PLANE
RECHARGE ZONE
EDWARDS AQUIFER CONTRIBUTING AND
RAILROADS:NONE
EXCEPTIONS:NONE
EQUATIONS:NONE
FUNCTION CLASS:URBAN PRINCIPAL ARTERIAL
60 M.P.H. (FROM PARMER LANE TO CR 175)
45 M.P.H. (FROM 183A TO PARMER LANE)
DESIGN SPEED:
71,200 VPD (2031)
ADT:38,600 VPD (2011)
ASPHALTIC CONCRETE PAVEMENT AND BRIDGE.
GRADING, DRAINAGE STRUCTURES, BASE COURSE,
PROJECT DESCRIPTION: CONSTRUCTION OF EARTHWORK,
(SAM BASS ROAD)
PROJECT LIMITS: FROM 183A TOLL ROAD TO CR 175
PROJECT LENGTH: 20,035.00 FT. (3.795 MI.)
BRIDGE LENGTH: 303.10 FT. (0.057 MI.)
ROADWAY LENGTH: 19,731.90 FT. (3.737 MI.)
THE ELEVATIONS ARE BASED ON THE NAVD-88.
USING A COMBINED SCALE FACTOR OF 1.00011.
CENTRAL ZONE (4203) AND ADJUSTED TO SURFACE
COORDINATE SYSTEM, NAD-83(1993)HARN, TEXAS
COORDINATES BASED ON THE TEXAS STATE PLANE
RECHARGE ZONE
EDWARDS AQUIFER CONTRIBUTING AND
RAILROADS:NONE
EXCEPTIONS:NONE
EQUATIONS:NONE
FUNCTION CLASS:URBAN PRINCIPAL ARTERIAL
60 M.P.H. (FROM PARMER LANE TO CR 175)
45 M.P.H. (FROM 183A TO PARMER LANE)
DESIGN SPEED:
71,200 VPD (2031)
ADT:38,600 VPD (2011)
ASPHALTIC CONCRETE PAVEMENT AND BRIDGE.
GRADING, DRAINAGE STRUCTURES, BASE COURSE,
PROJECT DESCRIPTION: CONSTRUCTION OF EARTHWORK,
(SAM BASS ROAD)
PROJECT LIMITS: FROM 183A TOLL ROAD TO CR 175
PROJECT LENGTH: 20,035.00 FT. (3.795 MI.)
BRIDGE LENGTH: 303.10 FT. (0.057 MI.)
ROADWAY LENGTH: 19,731.90 FT. (3.737 MI.)
303+73.00 - END
300+19.00 - 303+73.00
279+40.00 - 300+19.00
275+50.00 - 279+40.00
250+97.00 - 275+50.00
247+63.00 - 250+97.00
BEGIN - 247+63.00
STATION
-2.00%
-2.36%
2.36%
-2.00%
SLOPE DIRECTION
TRANSITION
TRANSITION
TRANSITION
-2.00%
2.36%
-2.36%
-2.00%
SLOPE DIRECTION
TRANSITION
TRANSITION
TRANSITION
X-SLOPE DATA EB ROADWAY WB ROADWAY
CR 178
Parm
er
Ln
Blv
dReagan
Ronald
113(191)
1121(1435)
273(276)
308(5
67)
228(7
21)
434(6
55)
125(9
7)
718(3
08)
249(1
65)
112(197)
1224(1392)
715(717)
AM(PM)XXX(XXX) =
FM1431
CR
175
58(213)
1388(1639)
208(238)
28(1
14)
210(4
04)
176(1
06)
103(149)
1656(1726)
AM(PM)XXX(XXX) =
FM1431
48(4
4)
97(9
2)
20(31)
30(4
0)
Bass R
dSa
m
DR
WY
Dr
Gra
nde
Toro
26(109)
1650(2056)
2(2)
2(2)
2(2)
16(1
04)
7(34)
2033(2200)
AM(PM)XXX(XXX) =
FM1431
2(2)
2(3
2)
2(2)
2(2)
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