matchline st a t 7 e 0 e 0 r t s r m s e o r v e i …...13'-3" 20'-0" sidewalk...
TRANSCRIPT
13'-3"
20'-0"
SIDEWALK
TRAVEL LANE
10'-0"10'-0"
TRAVEL LANE
97'-0"
PROPOSED TYPICAL SECTION - LOOKING EAST
PA
RKI
NG
LO
T
MUSEUM WAY
PA
RKI
NG
LO
T
20'-0"
TRAVEL LANE
10'-0"10'-0"
TRAVEL LANE
13'-3"
SIDEWALK
7'-9" 7'-9"7'-6" 7'-6"
L TRACKC L TRACKC
30'-6"
1% TYP 1% TYP
SUBGRADE
CONC SLAB
PAVERS
427.44
429.16
429.87
430.05
431.13
432.25
429.90
430.47
429.66
428.62
428.59
427.60
428.81
429.05
428.55
429.06
428.94
428.16
428.49
428.15
427.81
427.99
428.89
426.98
425.13
424.69
423.78
422.57
422.12
422.41
422.34
423.23
424.93
426.19
427.56
429.21
430.64
431.02
431.57
414.04
411.21
408.05
411.01
410.93
411.53
411.19
412.33
414.07
415.87
417.27
418.38
419.21
420.12
421.61
422.54
422.93
424.21
426.41
VPI 13+
00.00
EL 414.27
+ 0.00% - 1.07%
LVC = 215'
VPI 18+
00.00
EL 408.90
LVC = 500'
VPI 22+
53.16
EL 416.76
+ 1.74%
+ 1.04%
LVC = 200'
VPI 26+
30.00
EL 420.67
+ 0.50%
LVC = 200'
VPI 37+
40.00
EL 426.22
- 5.04%
LVC = 500'
VPI 47+
60.00
EL 374.78
- 1.24%
LVC = 400'
VPI 66+
25.00
EL 351.65
LVC = 320'
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00
290
300
310
320
330
340
350
360
370
380
390
400
410
420
430
440
450
460
470
480
414.27
414.27
414.27
413.98
413.19
412.12
411.12
410.60
410.65
411.26
412.44
414.10
415.80
417.20
418.28
419.32
420.29
421.00
421.52
422.02
422.52
423.02
423.52
424.02
424.52
425.01
424.84
423.57
421.19
417.70
413.10
408.06
403.02
397.98
392.94
387.89
382.93
378.74
375.50
373.22
371.81
370.57
369.33
368.09
366.85
365.61
364.36
363.12
361.88
360.64
359.40
358.16
356.92
355.68
354.44
353.23
352.41
352.09
352.25
352.60
352.94
#8 TURNOUT
EL 414.27
VP
C 11+
92.50
EL 413.11
VPT 14+
07.50
EL 411.58
VP
C 15+
50.00
EL 413.23
VPT 20+
50.00
EL 415.02
VP
C 21+
53.16
EL 417.80
VPT 23+
53.16
EL 419.63
VP
C 25+
30.00
EL 421.17
VPT 27+
30.00
EL 353.64
VP
C 64+
65.00
EL 352.20
VPT 67+
85.00
EL 384.87
VP
C 45+
60.00
EL 372.30
VPT 49+
60.00
EL 424.97
VP
C 34+
90.00
EL 413.61
VPT 39+
90.00
#8 DOUBLE CROSSOVER
MUSEUM WAY STATION
METRO CENTER STATION
L AKARD ST.C
L FIELD ST.CL MAIN ST.CL ELM ST.C
L LIGHT RAIL
L PACIFIC AVE.
L LIGHT RAILC
C
C
L SAN JACINTO AVE.CL ROSS AVE.CL HORD ST.CL CORBIN ST.CL MUNGER AVEC
L McKINNEY AVE.C
L BROOM ST.C
C
L RIVER ST.C
L HOUSTON ST.CL VICTORY PARK LANECL VICTORY AVE.C
L WOODALL RODGERS MAINLANES
CL WOODALL RODGERS ENTRANCE RAMP
APPROX. ELEV. 399.6
DEEPEST POINT OF PARKING GARAGE RAMP AT EAST CURB OF GRIFFIN
ELEV. 407.5 PRE NAVD88 (82)
FLOOR OF PED TUNNEL AND SHOPS SPACE
ELEV. 416.0 PRE NAVD88 (82)
CEILING OF PED TUNNEL AND SHOP SPACE
WO
OD
AL
L R
OD
GE
RS
OLD GRIFFIN STREET
LAWS STREET
LAMAR STREET
HO
UST
ON S
TREET
CO
RBIN S
TR
EE
T
MU
NG
ER S
TR
EE
T
HO
RD S
TR
EE
T
RO
SS A
VE
NU
E
SA
N J
ACIN
TO A
VE
NU
E
EL
M S
TR
EE
T
MAIN S
TR
EE
T
VICTORY AVENUE
LA
MA
R S
TR
EE
T
CO
NTIN
EN
TA
L A
VE
NU
E
EL
M S
TR
EE
T
MAIN S
TR
EE
T
CO
MM
ER
CE S
TR
EE
T
LAMAR AVENUE
GRIFFIN STREET JA
CK
SO
N S
TR
EE
T
YO
UN
G S
TR
EE
T
FIELD STREET
AKARD STREET
WO
OD S
TR
EE
T
WE
ST E
ND S
TA
TIO
N
CO
MM
ER
CE S
TR
EE
T
JA
CK
SO
N S
TR
EE
T
WO
OD S
TR
EE
T
WO
OD S
TR
EE
T
AK
AR
D S
TA
TIO
N
VIC
TO
RY P
AR
K L
AN
E
HIG
H M
AR
KE
T S
TR
EE
T
RIV
ER S
TR
EE
T
BR
OO
M S
TR
EE
T
Mc
KIN
NE
Y A
VE
NU
E
PA
CIFIC A
VE
NU
E
MU
SE
UM W
AY
OLIV
E S
TR
EET
AUSTIN STREET
MARKET STREET
IH 35E
EXISTING TRE
EXISTING LIGHT RAIL
Thursday,
August 22, 2019 04:25:29 P
M
PERMITTING, BIDDING OR CONSTRUCTION
FOR INTERIM REVIEW ONLY, NOT FOR
PRELIMINARY
DART, all rights reserved, 1987-2019c
OF SHEET
PRELIMINARY ENGINEERING 20% DESIGN
NOT AN APPROVED DRAWING
IN-PROGRESS
AUTHORITY OF:
FOR THE PURPOSE OF REVIEW UNDER THE
THIS DOCUMENT IS RELEASED
BIDDING, OR PERMIT PURPOSES.
IT IS NOT TO BE USED FOR CONSTRUCTION,
HDR ID # F-754
ON 03/06/2020
ISRAEL M. W. CROWE, P.E. 89251
LINE SECTION CBD-2
LIGHT RAIL TRANSIT SYSTEM
CB
D2-
SC
H-
LP
A-
001.100
CBD2-SCH-LPA-001.100
ICR
OWE
10+00
PI 10+30.96
12+00
TS 13+48.17
SC 13+93.17
14+0016+
00
CS 17+77.93
18+00 ST 18+
22.93
20+00
TS 21+22.47
SC 21+82.47
22+00
24+0
0
26+00
CS 26+02.50
ST 26+
62.50
28+00 30+00 32+00 34+00 36+00 38+00 40+00 42+00
TS 43+
51.69
44+00
SC 44+11.69
46+00
48+00
CS 48+27.73
ST 48+87.73
50+00
52+00
54+00
TS 54+87.96
SC 55+47.96
56+00
58+00
60+0
0
62+00
CS 62+48.97
ST 63+08.97
64+00
PC 64+36.50
66+00
PT 66+28.49
68+00
70+00
RO
SS A
VE
1 2
SCALE (IN FEET)
0 20010050
MATCHLINE STA 70+00
C CBD2-WB
C CBD2-EB
EXISTING GROUND
L
L
PROPOSED CBD2-EB
MAT
CHLI
NE ST
A 70+
00
440
350
360
370
380
390
400
410
420
430
450
460
470
480
Lc = 384.76'
Ls = 45.00'
Rc = 330.00'
CBD2-A(EB)
Lc = 420.03'
Ls = 60.00'
Rc = 504.50'
CBD2-B(EB)
Lc = 416.04'
Ls = 60.00'
Rc = 1000.00'
CBD2-C(EB)
Lc = 701.00'
Ls = 60.00'
Rc = 480.00'
CBD2-D (EB)
PR
OP
EL
EV
EXI
ST
EL
EV
#8 TURNOUT
#8 TURNOUT
Lc = 191.97'
Ls = 0.00'
Rc = 11000.00'
CBD2-E (EB)
#8 DOUBLE CROSSOVER
Lc = 359.57'
Ls = 50.00'
Rc = 314.50'
CBD2-A(WB)
Lc = 434.78'
Ls = 60.00'
Rc = 520.00'
CBD2-B(WB)
Lc = 416.04'
Ls = 60.00'
Rc = 1000.00'
CBD2-C(WB)
Lc = 637.58'
Ls = 60.00'
Rc = 440.00'
CBD2-D (WB)
Lc = 192.62'
Ls = 0.00'
Rc = 11036.17'
CBD2-E (WB)
METRO CENTER STATION
MUSEUM WAY STATION
COMMERCE / VICTORY / SWISS
STA 10+00 TO STA 70+00
340
330
320
310
340
330
320
310
TUNNEL PORTAL CUT AND COVER LIMITS MINED OR TBM TUNNEL LIMITS
ACCESS POINT
UNDERGROUND STATION
2. UNDERGROUND STATION ACCESS LOCATIONS ARE SUBJECT TO CHANGE.
1. PORTAL AND CUT AND COVER LIMITS ARE SUBJECT TO CHANGE.
NOTES:
VICTORY STATION
APPROXIMATE TUNNEL LIMITS
APPROXIMATE CUT AND COVER LIMITS
APPROXIMATE PORTAL LIMITS
EXISTING DART LIGHT RAIL
PROPOSED D2 LIGHT RAIL ALIGNMENT
SUBWAY STATION
POTENTIAL PEDESTRIAN ACCESS TO
PROPERTY LINES
TOPOGRAPHIC SURVEY DATA
STREET RECONSTRUCTION LIMITS
PLAN VIEW LEGEND
STATION PLATFORM
APPROXIMATE TUNNEL LIMITS
APPROXIMATE CUT AND COVER LIMITS
APPROXIMATE PORTAL LIMITS
PROPOSED D2 LIGHT RAIL ALIGNMENT
PROFILE VIEW LEGEND
EXISTING GROUND
STATION PLATFORM LIMITS
SPECIAL TRACK LIMITS
ACCESS POINT
UNDERGROUND STATION
40'-0"
36'-2"
15'-
6"
STATION ACCESS POINT
POTENTIAL UNDERGROUND
EL 414.20
STA 10+00.00
BEGIN CBD2
TIE TO EXISTING
STA 10+00.00
BEGIN CBD2