option 1ftp.dot.state.tx.us/pub/txdot-info/aus/notices/011414-schematic-01.pdf890 vrnch we st 10...
TRANSCRIPT
1890 RANCH WEST
1890 RANCH WEST1890 RANCH WEST
1890 RANCH WEST 1890 RANCH WEST
1890 RANCH WEST
1890 RANCH WEST
SOC VENTURE I, LLC SOC VENTURE I, LLC
STRATEGIC TEXAS INVESTMENTS LP
STRATEGIC TEXAS INVESTMENTS LP
THE FROST NATIONAL BANK
WHITESTONE MEDICAL PAVILION
1890 RANCH EAST
LOT 1, 4 AND 6, BLOCK "A" 1890 RANCH EAST
RESUBDIVISION OF
LOT 1, 4 AND 6, BLOCK "A" 1890 RANCH EAST
RESUBDIVISION OF
1890 RANCH EAST
LOT 1, 4 AND 6, BLOCK "A"
RESUBDIVISION OF
OAKMONT BUSINESS PARK
AUSRAD PROPERTIES, LP
1890 RANCH EAST
LOT 1, 4 AND 6, BLOCK "A" 1890 RANCH EAST
RESUBDIVISION OF
LOT 1, 4 AND 6, BLOCK "A" 1890 RANCH EAST
RESUBDIVISION OF
CREEKVIEW McKINNEY 241, LTD
MAYES, JR.
HENRY B.
HOLDINGS, LTD
ZETO REAL ESTATE CEDAR PARK HOSPITALITY, INC
HENDERSON CLEVELAND INTERESTS, LTD
COTTONWOOD CREEK BUSINESS PARK SECTION 2
LOTS 3, 4, 5, AND 6
REPLAT OF
COTTONWOOD CREEK BUSINESS PARK SECTION 2
LOTS 3, 4, 5, AND 6
REPLAT OF
COTTONWOOD CREEK BUSINESS PARK SECTION 2
LOTS 3, 4, 5, AND 6
REPLAT OF
COTTONWOOD CREEK BUSINESS PARK
CEDAR PARK, TEXAS, INC.
VICTORY BAPTIST CHURCH OF
CTKA SUBDIVISIONSTIERMAN, LLC
BRIGGS & LAURICE PELOQUIN & KATHLEEN PELOQUIN
YATES-SMITH SUBDIVISION
LA JAITA BUSINESS PARK P.U.D.
REPLAT OF LOT 1, BLOCK B,
YATES-SMITH SUBDIVISION
LA JAITA BUSINESS PARK P.U.D.
PELOQUIN SUBDIVISION PELOQUIN TRACT SUBDIVISION
1431 INVESTORS, LTD.
ONLY
ONLYONLYONLY
ONLY
ONLY
ONLYONLY
ONLY
ONLY
ONLY
ONLY
ONLYONLY
ONLYONLY
ONLYONLY
ONLYONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLYONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
CITY OF CEDAR PARK CITY LIMITS
CI
TY
OF
CE
DA
R
PA
RK
CI
TY
LI
MI
TS
PI STATION = 156+85.35
DELTA
TANGENT = 199.99
LENGTH = 399.98
RADIUS = 22,918.31
PC STATION = 154+85.36
PT STATION = 158+85.34
PI STATION = 174+30.44
DELTA
TANGENT = 216.52
LENGTH = 432.99
RADIUS = 11,450.00
PC STATION = 172+13.92
PT STATION = 176+46.91
PI STATION = 206+19.85
DELTA
TANGENT = 340.18
LENGTH = 680.16
RADIUS = 11,500.00
PC STATION = 202+79.68
PT STATION = 209+59.83
140+00 145+00 150+00 155+00 160+00165+00
170+00175+00
180+00
185+00
190+00
195+00
200+00
205+00 210+00 215+00 220+00 225+00 230+00 235+00 240+00
PC 154
+85.36
PT 158
+85.34
PC 172
+13.90
PT 176
+43.00
PC 202
+79.97
PT 209
+59.83
PO
T 236
+07.69
G:\0977.002.000\07.00
CA
DD\
Sche
matic\01-
Sche
matic-
PE
R
Exhibits\1431_
Sche
matic_01.dgn
11:16:30
AM
12/16/2013
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.
0977.002.000
12/16/2013
RM 1431 WIDENING
0 100
1"= 10' (V)
SCALE 1"= 100' (H)
2000 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
140+00 145+00 150+00 155+00 160+00 165+00 170+00 175+00 180+00 185+00 190+00 195+00 200+00 205+00 210+00 215+00 220+00 225+00 230+00 235+00 240+00
LIMITS: 183A TO SAM BASS RD LIMITS: 183A TO SAM BASS RD
940
870
880
890
900
910
920
930
195+00
870
880
890
900
910
920
930 890
880
870
860
850
840
830
890
880
870
860
850
840
830
PROFILE LEGEND
Texas Department of TransportationTexas Department of Transportation
PLAN LEGEND
PROPOSED PAVEMENT
NG
AT
PG
L
EL
EV
AT
PG
LEL
EV
AT
PG
L
DESIGN SCHEMATIC
PRELIMINARY
DESIGN SCHEMATIC
PRELIMINARY
COUNTY:
WILLIAMSON
CSJ:
1378-02-036
KLOTZ PROJECT #: SCALE:
1"=100'
DRAWN BY:
DWJ
SHEET #:
1OF 2
DATE:
0977.002.000
12/16/2013COUNTY:
WILLIAMSON
CSJ:
1378-02-036
KLOTZ PROJECT #: SCALE:
1"=100'
DRAWN BY:
DWJ
SHEET #:
1OF 2
DATE:
940 900 900
NG
AT
PR
OP
PG
L
EXISTING RIGHT OF WAY
PROPERTY LINE
100 YEAR FLOOD
EDWARDS AQUIFER BOUNDARY
CEDAR PARK CITY LIMITS
EASEMENT LINE
PLAN LEGEND
PROPOSED PAVEMENT
EXISTING RIGHT OF WAY
PROPERTY LINE
100 YEAR FLOOD
EDWARDS AQUIFER BOUNDARY
CEDAR PARK CITY LIMITS
EASEMENT LINE
RR
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
(-)0.3533 % (-)0.4974 % (+)0.7529 %
(+)0.7529 % (-)0.4494 %
(-)0.4494 %(-)0.7366 %
(-)0.7366 % (+)0.4000 % (+)0.4000 % (-)0.8473 %
EL = 921.67'
STA = 144+90.00
EL.
= 921.07 '
VP
C 146
+10.00
EL.
= 921.26 '
VP
T 147
+60.00
K = 120
ex = 0.23'
L = 150.00'
EL = 920.70'
STA = 146+85.00
EL.
= 922.06 '
VP
C 148
+65.00
EL.
= 922.28 '
VP
T 150
+15.00
K = 125
ex = -0.23'
L = 150.00'
EL = 922.62'
STA = 149+40.00
EL.
= 916.96 '
VP
C 162
+00.00
EL.
= 916.07 '
VP
T 163
+50.00
K = 522
ex = -0.05'
L = 150.00'
EL = 916.62'
STA = 162+75.00
EL.
= 911.24 '
VP
C 170
+05.00
EL.
= 910.99 '
VP
T 171
+55.00
K = 132
ex = 0.21'
L = 150.00'
EL = 910.69'
STA = 170+80.00
K = 120
ex = -0.23'
L = 150.00'
EL = 912.57'
STA = 175+50.00
EL.
= 912.27 '
VP
C 174
+75.00
EL.
= 911.93 '
VP
T 176
+25.00
C 183AL
C C-BAR RANCH TRAILL
C STARWOOD DRIVEL
C COTTONWOOD CREEK TRAILL
C ARROW POINT DRIVEL
(-)0.8473 %(-)3.6507 %
EL.
= 901.56 '
VP
C 188
+50.00
K = 285
ex = -2.80'
L = 800.00'
EL = 898.17'
STA = 192+50.00
922.69
922.34
921.99
921.62
921.12
920.96
921.57
922.27
922.34
921.90
921.45
921.00
920.55
920.10
919.65
919.20
918.75
918.31
917.86
917.41
916.96
916.41
915.70
914.96
914.23
913.49
912.75
912.02
911.28
910.88
911.17
911.57
911.97
912.34
912.12
911.30
910.45
909.60
908.76
907.91
907.06
906.22
905.37
904.52
903.67
924.5
924.8
924.4
922.9
923.3
922.8
922.1
921.6
921.2
921.5
921.4
921.4
921.6
922.0
921.8
921.3
920.8
920.5
920.0
919.4
918.6
918.1
917.6
916.6
916.0
914.8
914.5
914.2
913.9
913.4
913.3
913.3
912.9
912.7
912.2
911.9
911.7
911.3
910.8
910.4
909.8
909.4
908.8
908.1
907.3
906.4
905.4
904.6
903.7
903.1
902.4
901.5
899.8
897.9
895.8
893.8
891.1
902.83
901.98
901.09
899.89
898.34
896.44
894.19
891.59
888.65
NOGAP
10
100
750
13500.000000
P_RM_1431
001
C N VISTA RIDGE BLVDL
EL.
= 883.56 '
VP
T 196
+50.00
EL.
= 875.53 '
VP
C 198
+70.00
EL.
= 866.45 '
VP
T 204
+20.00
K = 137
ex = 2.75'
L = 550.00'
EL = 865.49'
STA = 201+45.00
(+)0.3500 %
(-)3.6507 %
[SPANISH OAK CREEK
(+)0.3500 % (+)2.5
000 %
EL.
= 868.75 '
VP
C 210
+75.00
EL.
= 873.73 '
VP
T 214
+25.00
K = 163
ex = 0.94'
L = 350.00'
EL = 869.36'
STA = 212+50.00
STREET
[ MARKET
(+)2.5
000 % (-)0.3537 %
(-)0.3537 % (-)1.5600 %
EL.
= 875.66 '
VP
C 215
+02.00
EL.
= 881.03 '
VP
T 220
+02.00
K = 175
ex = -1.78'
L = 500.00'
EL = 881.91'
STA = 217+52.00
EL.
= 876.47 '
VP
C 232
+90.00
EL.
= 873.60 '
VP
T 235
+90.00
K = 249
ex = -0.45'
L = 300.00'
EL = 875.94'
STA = 234+40.00
(-)1.5604 %
EL 860.45
100YR WSE
EL 858.83
25YR WSE
(-)1.5604 %
861.5
859.9
836.8
887.7
884.0
880.5
877.2
873.6
869.8
866.3
863.6
859.2
859.2
859.3
859.6
861.1
863.5
866.9
870.3
873.8
876.8
879.3
881.0
882.0
882.8
882.9
882.5
881.3
881.1
880.5
879.9
879.1
878.5
877.9
877.4
876.9
876.6
876.2
875.7
875.1
874.2
873.0
871.7
870.2
868.5
867.1
865.7
888.65
885.34
881.74
878.09
874.47
871.40
869.06
867.45
866.56
866.40
866.73
867.08
867.43
867.78
868.13
868.48
868.48
871.88
868.85
869.66
871.09
873.13
875.61
875.61
877.84
879.49
880.58
881.09
881.03
880.68
880.33
879.97
879.62
879.26
878.91
878.56
878.20
877.85
877.50
877.14
876.79
876.43
875.84
874.84
873.44
870.32
868.76
867.20
865.64
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
200 EXIST ROW'
53' 53'
66'67' 67'
& GUTTER
TY II CURB
200' EXIST ROW'
200' EXIST ROW'
200' EXIST ROW'
2'
2'2'
2' 2'
RAISED MEDIAN
5' - 29'
5'-17'
43.5'
56.5'56.5'- 68.5'
STA. 141+56.00 TO STA. 341+91.40
113'- 125'
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'
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
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'
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*
*
*
PGL
14'12'12'
6' 6'
WALK
SIDE-
WALK
SIDE-
[ RM 1431
2.0 %2.0 %
EXI
STI
NG
RO
W
EXI
STI
NG
RO
W
200 EXIST ROW'
29'14' 12' 12'
30' WIDENING
2'
30' WIDENING
2'
64.5'64.5'
2.0 %2.0 %
STA. 204+24.69 TO STA. 205+85.10
SPANISH OAK CREEK BRIDGE
PROPOSED RM 1431
35.5'35.5'
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
PROPOSED PGL
EXISTING PGL
EXISTING PGL
PROPOSED PGL
RM 1431
Cedar Park
Georgetown
Round Rock
35Ronald R
eagan Blvd.
183A
FM 2243
SH 29
Project Location
LOCATION MAP - N.T.S.
US 1
83RM 1
431
Cedar Park
Georgetown
Round Rock
35Ronald R
eagan Blvd.
183A
FM 2243
SH 29
Project Location
LOCATION MAP - N.T.S.
US 1
83
MA
TC
HLI
NE -
ST
A. 241
+00.00
RM 1431
RM 1431
RM 1431
RM 1431
C-
BA
R
RA
NC
H
TR
AI
L
ST
AR
WO
OD
DRI
VE
CO
TT
ON
WO
OD
CR
EE
K
TR
AI
L
AR
RO
W
POI
NT
DRI
VE
AR
RO
W
POI
NT
DRI
VE
C
W
RA
NC
H
RO
AD
VI
ST
A
RI
DG
E
BL
VD
MA
RK
ET
ST
RE
ET
NB 183
A
SB 183
A
NB
FR
TG 183
A
SB
FR
TG 183
A
NB 183
A
SB 183
A
SB
FR
TG 183
A
NB
FR
TG 183
A
SP
ANI
SH
OA
K
CR
EE
K
SPANISH OAK CREEK
PRELIMINARY SUBJECT TO CHANGE
PRELIMINARY SUBJECT TO CHANGE
Sam Bass Rd
Sam Bass Rd
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.)
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:
1376(1785)
257(192)
131(1
17)
296(2
84)
1662(2027)
121(117)
AM(PM)XXX(XXX) =
Rid
ge Blv
dVista
RM 1431
100 YR FLOODPLAIN
EXIST. R.O.W.EXIST. R.O.W.
EXIST. R.O.W.
EXIST. R.O.W.
EXIST. R.O.W. EXIST. R.O.W.
EXIST. R.O.W.EXIST. R.O.W.
EXIST. R.O.W.
EXIST. R.O.W.
EXIST. R.O.W. EXIST. R.O.W.
200'
R.O.W.
200'R.O.W.
200'R.O.W.
STA. 141+56.00
CSJ# 1378-02-036
BEGIN PROJECT STA. 205+85.10
END BRIDGE
STA. 204+24.69
BEGIN BRIDGE
EXISTING SIGNAL
EXISTING SIGNAL
EXISTING SIGNAL
20' P.U.E.
EXISTING SIGNAL
RCP CULVERT
EXISTING 2-36"
STA 168+98.00
BOX CULVERT
EXISTING 2-5'x3'
STA 149+20.00
25' LANDSCAPE EASEMENT
10' P.U.E.
20' WATER/WW EASEMENT
25' LANDSCAPE EASEMENT10' P.U.E. 20' WATER/WW EASEMENT
10' P.U.E.25' LANDSCAPE EASEMENT
15' DRAINAGE EASEMENT
LANDSCAPE EASEMENT
SIGN EASEMENTLANDSCAPE &
25' P.U.E.
20' WASTEWATER EASEMENT
55' JOINT ACCESS EASEMENT
25' LANDSCAPE EASEMENT
ACCESS EASEMENT
25' PEDESTRIAN
10' P.U.E.
20' WATER/WW EASEMENT
ACCESS EASEMENT
25' PEDESTRIAN
10' P.U.E.
15' WATER/WW EASEMENT
25' PEDESTRIAN EASEMENT
10' P.U.E.
EASEMENT25' LANDSCAPE
10' P.U.E.
10' P.U.E.
QUALITY EASTMENT25' DRAINAGE/WATER
10' P.U.E.
10' GAS EASEMENT
10' GAS EASEMENT
UTILITY EASEMENT
10' ELECTRIC
10' P.U.E.EASEMENT
USE ACCESSJOINT
10' P.U.E. & B.L.
20' WW EASEMENT
LINE EASEMENT
WW/LANDSCAPE
5' P.U.E.5' P.U.E.
20' WATER/WW EASEMENT
ACCESS EASEMENT
25' PEDESTRIAN
10' P.U.E.
20' WATER/WW EASEMENT
ELEV. 922.85
STA. 141+56.00
CSJ# 1378-02-036
BEGIN PROJECT
ELEV. 915.00'
STA. 149+20.00
PROPOSED 2-5'x3' BC EXTENSION
EXISTING 2-5'x3' BC
ELEV. 866.47
STA. 204+24.69
BEGIN BRIDGE
ELEV. 867.03'
STA. 205+85.10
END BRIDGE
PROPOSED CUT RETAINING WALL
PROPOSED CUT RETAINING WALL
PROPOSED FILL RETAINING WALL
PROPOSED FILL RETAINING WALL
ELEV. 900.63'
STA. 169+62.14
PROPOSED 5'x3' BC
ELEV. 905.25'
STA. 168+98.00
EXISTING 2-36" RCP
BOX CULVERT
PROPOSED 5'x3'
STA 169+62.14