415 embassy oaks, suite 102 san antonio, texas...
TRANSCRIPT
ALC
G
G
ISP
ISP
ISP
J
J
E
E
E
E
E
E
T
T
T
T
T
W
W
T
T
T
T
T
T T
T T
T
T
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WV
WV
WV
WV
W
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WW
W
W W
W
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W
5194
0
1391.3
4BO
C
1216
72
1395.3
8BO
C
1216
73
1394.8
6GU
T
5181
1
1393.4
1BO
C
BOC
CT
V
E
E
E
E
E
E
G
E
E EE
SD
SD
T
T
T
W
W
W
W
W
W
W
W
W W W
W
W
W
W
W
W
W
W
W
W
W
W
T
T
T
T
T
T
T
T
T
T
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T T
T
T
W
W
W
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W
W
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T
NOLL (ABANDONED)
SA&AP RR
TN&O RR
190+00
195+00
200+00
205+00210+00 215+00 220+00 225+00 230+00 235+00 240+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+00 345+00 350+00 355+00 360+00 365+00 370+00 375+00
PT 207
+83.13
PC 198
+83.14
STA 274+39 LT
PROPOSED E5-1c
STA 282+60 LT
PROPOSED
LARGE ROADSIDE SIGN
STA 306+40 RT
PROPOSED
LARGE ROADSIDE SIGN
STA 310+00 RT
PROPOSED
LARGE ROADSIDE SIGN
STA 317+17 RT
PROPOSED E5-1c
STA 301+55 LT
PROPOSED
LARGE ROADSIDE SIGN
STA 333+00 LT
PROPOSED
LARGE ROADSIDE SIGN
STA 367+50 LT
PROPOSED
LARGE ROADSIDE SIGN
STA 357+25 LT
PROPOSED E5-1c
STA 196+55 RT
PROPOSED
LARGE ROADSIDE SIGN
STA 204+98 RT
PROPOSED E5-1c
EXIT
548
STA 293+00 RT
PROPOSED
LARGE ROADSIDE SIGN
EXIT 548
Old Fredericksburg Rd
Buckskin Dr
STA 196+55 RT
PROPOSED
LARGE ROADSIDE SIGN
PLAN LEGEND
EXISTING RIGHT OF WAY
PROPOSED RETAINING WALL
PROPOSED BRIDGE MAINLANES
PROPOSED TRAFFIC
EXISTING ROAD TO BE OBLITERATED
EXISTING TRAFFIC
EXISTING DRAINAGE FLOW
PROPOSED DRAINAGE FLOW
PROPOSED DRAINAGE STRUCTURE
EXISTING DRAINAGE STRUCTURE
EXISTING FLOODWAY / LAKES
PROPOSED ROADWAY & WIDENING
PROPOSED RIPRAP
PROPOSED SIDEWALK
PROPOSED RETAINING WALL
PROPOSED DETENTION POND
PROPOSED CONCRETE TRAFFIC BARRIER
Texas Department of Transportation
R
ALL RIGHTS RESERVED
C 2015 TEXAS DEPARTMENT OF TRANSPORTATION
DANNENBAUMENGINEERING CORPORATION
T.B.P.E. FIRM REGISTRATION #392415 EMBASSY OAKS, SUITE 102 SAN ANTONIO, TEXAS 78216 (210) 249-2280
PLAN LEGEND
EXISTING RIGHT OF WAY
PROPOSED RETAINING WALL
PROPOSED BRIDGE MAINLANES
PROPOSED TRAFFIC
EXISTING ROAD TO BE OBLITERATED
EXISTING TRAFFIC
EXISTING DRAINAGE FLOW
PROPOSED DRAINAGE FLOW
PROPOSED DRAINAGE STRUCTURE
EXISTING DRAINAGE STRUCTURE
EXISTING FLOODWAY / LAKES
PROPOSED ROADWAY & WIDENING
PROPOSED RIPRAP
PROPOSED SIDEWALK
PROPOSED RETAINING WALL
PROPOSED DETENTION POND
PROPOSED CONCRETE TRAFFIC BARRIER
STA 282+60 LT
PROPOSED
LARGE ROADSIDE SIGN
5570
3
1163.7
6
5556
1
1170.6
8
5550
7
1170.9
7
5551
7
1170.2
6
5552
1
1170.2
5
5552
5
1170.2
1
5467
3
1211.8
3
5416
3
1219.1
5
5298
2
1300.6
4
5231
7
1362.5
2
5200
7
1381.0
5
TA
RP
ON
DR
LES
LIE
PFEIF
FE
R
DR
FAIR
OA
KS
PK
WY
RA
NC
H
LA
ND
VIE
W
NA
PA
LA
NDIN
G
ST
AR
R
RA
NC
H
LIM
ES
TO
NE
PA
SS
WO
OD
LA
ND
PK
WY
FO
X
BRIA
N
LN
HA
ZY
HO
LL
OW
DR
TR
AA
CIN
EY
BL
VD
OLD FREDERICKSBURG RD
LO
ST
CR
EE
K
GA
P
TW
O
CR
EE
KS
WATERVIEW
DR
RID
GE
CR
EE
K
BRIDGE
UNDERPASS
PROPOSED
LA
NE
INDIA
N
HIL
LS
OLD FR
EDERIC
KSBURG RD
STA. 21+35.00
RECONSTRUCTION
END FAIR OAKS PKWY
STA. 191+50.36(IH10)
& FAIR OAKS BRIDGE
IH 10 FRONTAGE RDS
CSJ: 0072-07-068
BEGIN PROJECT
STA. 11+62.22
RECONSTRUCTION
BEGIN TARPON DR
STA. 265+00.00(IH10)
& GRADE SEPARATION
RECONSTRUCTION
BEGIN MAINLANE
STA. 265+00.00(IH10)
& GRADE SEPARATION
RECONSTRUCTION
BEGIN MAINLANE
STA. 327+00.00(IH10)
& GRADE SEPARATION
RECONSTRUCTION
END MAINLANE
STA. 327+00.00(IH10)
& GRADE SEPARATION
RECONSTRUCTION
END MAINLANE
STA. 199+00.00
CSJ: 0072-07-066
& FRTG RDS WIDENING)
BEGIN PROJECT (RAMPS
CSJ: 0072-07-068
END PROJECT
IH 10 WB FR
IH 10 WB ML
IH 10 EB ML
IH 10 EB FR
IH 10 WB FR
IH 10 WB ML
IH 10 EB ML
IH 10 EB FR
BU
CKS
KIN
DR
WATERVIEW
DR
STA. 378+00.00(IH10)
WIDENING)
(RAMPS & FRTG RDS
CSJ: 0072-07-066
END PROJECT &
N
SCALE 1" = 100'SCALE 1" = 100'
N
TURNAROUND
FUTURE
C
C
B
B
A
A
C
C
D
D D
D
C
C
B
B
CVS
CAFE AND STORE
FLAGSTOP
ALAMO BMWSTORAGE
1ST AMERICAN
WASTEWATER SYSTEMS
VAN DELDEN
MR W FIREWORKS
NICHOLS CREEK
TRI
BU
TA
RY 4
NI
CH
OL
S
CR
EE
K
TRI
BUT
AR
Y 1
NI
CH
OLS
CREE
K
FROST BANK
CHEVRON
A-A-M
DEPOT INC
STONE & SOIL
THE RANGE AT LEON SPRINGS
SHELL
ALAMO FIREWORKS
10+00