Regional Connector Transit Corridor
Final Environmental Impact Statement/
Final Environmental Impact Report
APPENDIX 1
LOCALLY PREFERRED ALTERNATIVE DRAWINGS
State Clearinghouse Number: 2009031043
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
R-112
R-111
R-110
R-109
R-108
R-107
R-106
R-105
R-104
R-103
R-102
R-101
GR-100
A-103
A-102
A-101
SG-005
SG-004
SG-003
SG-002
SG-001
TC-103
TC-102
TC-101
C-112
C-111
C-110
C-109
C-108
C-107
C-106
C-105
C-104
C-103
C-102
C-101
GC-100
G-100
TITLE
NO
SHT
NO
DWG
RIGHT OF WAY PARCEL IMPACTS DATA TABLE
RIGHT OF WAY PLAN MANGROVE PROPERTY TCE
RIGHT OF WAY PLAN STA R 82+00 TO STA R 93+29
RIGHT OF WAY PLAN STA R1 89+00 TO STA R1 96+09
RIGHT OF WAY PLAN STA R 76+00 TO STA R1 89+00
RIGHT OF WAY PLAN STA R 69+00 TO STA R 76+00
RIGHT OF WAY PLAN STA R 57+00 TO STA R 69+00
RIGHT OF WAY PLAN STA R 45+00 TO STA R 57+00
RIGHT OF WAY PLAN STA R 34+00 TO STA R 45+00
RIGHT OF WAY PLAN STA R 22+00 TO STA R 34+00
RIGHT OF WAY PLAN STA R 10+00 TO STA R 22+00
RIGHT OF WAY PLAN STA R 0+00 TO STA R 10+00
RIGHT OF WAY KEY MAP
1ST/CENTRAL AVENUE STATION SITE FOOTPRINT
2ND/BROADWAY STATION SITE FOOTPRINT
2ND/HOPE STREET STATION SITE FOOTPRINT
CONSTRUCTION AREA PLAN WALLS AND EMBANKMENT
CONSTRUCTION AREA PLAN 1ST/CENTRAL STATION SITE AND MANGROVE PROPERTY
CONSTRUCTION AREA PLAN 2ND/BROADWAY STATION SITE
CONSTRUCTION AREA PLAN 2ND/HOPE STREET STATION SITE
CONSTRUCTION AREA PLAN STRUCTURE CUT AND COVER
CROSS SECTION 2ND AT VIBIANAS PORTAL ON 1ST STREET
CROSS SECTION UNDER BROAD MUSEUM 2ND AT LAPD
CROSS SECTION FLOWER/6TH STREET FLOWER/5TH STREET
TRACK ALIGNMENT PLAN AND PROFILE STA R1 89+00 TO STA R1 96+10
TRACK ALIGNMENT PLAN AND PROFILE STA R1 80+00 TO STA R1 89+00
TRACK ALIGNMENT PLAN AND PROFILE STA R 83+00 TO STA R 94+00
TRACK ALIGNMENT PLAN AND PROFILE STA R 76+00 TO STA R 83+00
TRACK ALIGNMENT PLAN AND PROFILE STA R 66+00 TO STA R 76+00
TRACK ALIGNMENT PLAN AND PROFILE STA R 57+00 TO STA R 66+00
TRACK ALIGNMENT PLAN AND PROFILE STA R 47+00 TO STA R 57+00
TRACK ALIGNMENT PLAN AND PROFILE STA R 37+00 TO STA R 47+00
TRACK ALIGNMENT PLAN AND PROFILE STA R 28+00 TO STA R 37+00
TRACK ALIGNMENT PLAN AND PROFILE STA R 20+00 TO STA R 28+00
TRACK ALIGNMENT PLAN AND PROFILE STA R 9+00 TO STA R 20+00
TRACK ALIGNMENT PLAN AND PROFILE STA R 0+00 TO STA R 9+00
TRACK ALIGNMENT KEY MAP
INDEX OF DRAWINGS
COVER PAGE
REV
CONTRACT NO
DRAWING NO
SCALE
DESIGNED BY
DRAWN BY
CHECKED BY
IN CHARGE
DATE
DESCRIPTIONREV DATE BY EXPIRESREG NOAPP SEAL HOLDER
4/2
9/2
011
11:2
4:5
8
AM
US
ER
=Al-
Mashat
mM
TA_
HA
LF_
BW
_P
DF.pltcfg
MT
A_
H_
BW.T
BL
Pentable
=Plot Driv
er=
SHEET NO
THE STATE OF CALIFORNIA.
LOS ANGELES COUNTY AND OF
THE TAXES OF THE CITIZENS OF
DRAWING HAS BEEN FINANCED BY
THE PREPARATION OF THIS
0
SUBMITTED
APPROVED
...\
cadd\
EIR\
C098
0G
100.plg
2
ADVANCED CONCEPTUAL ENGINEERING
REGIONAL CONNECTOR TRANSIT CORRIDOR
METROPOLITAN TRANSPORTATION AUTHORITYLOS ANGELES COUNTY
C0980
PRELIMINARY
05/04/2011
10TH FLOOR
777 S. FIGUEROA STREET
LOS ANGELES, CA 90017
T 213.312-3100
F 213.312-3114
INDEX OF DRAWINGS
G-100
NONE
FA
MA
SPA
POOL
POOL
SPA
POOL
POOL
POOL
ELE
VATE
D
WAL
KW
AY
GROUND NOT VISIBLE
GR
OU
ND
NOT
VISI
BLE
POOL
POOL
PO
OL
POOL
COURT
ROOFTOP TENNIS
COURT
ROOFTOP TENNIS
COURT
ROOFTOP TENNIS
COURT
ROOFTOP TENNIS
COURT
ROOFTOP TENNIS
COURT
ROOFTOP TENNIS
ELE
VATE
D
WAL
KW
AY
UTILITY
MISC.
UTILITY
MISC.
UTILITY
MISC.
SPA
NOT VISIBLE
GROUND
NOT VISIBLE
GROUND
COURTS
ROOFTOP TENNIS
PARKING
ROOFTOP
PARKING
ROOFTOP
PARKING
ROOFTOP
PARKING
ROOFTOP
PARKING
ROOFTOP
PARKING
ROOFTOP
PARKING
ROOFTOP
COURT
TENNIS
COURT
TENNIS
PATIO AREA
PATIO AREA
GR
OU
ND
NOT
VISI
BLE
GR
OU
ND
NOT
VISI
BLE
GR
OU
ND
NOT
VISI
BLE
ELE
VATE
D
WAL
KW
AY
ELE
VATE
D
WAL
KW
AY
ELE
VATE
D
WAL
KW
AY
ELE
VATE
D
WAL
KW
AY
ELE
VATE
D
WAL
KW
AY
DIS
TRIC
T ST
ATIO
NT
OK
YO/
ARTS
EXIS
T LIT
TLE
REV
CONTRACT NO
DRAWING NO
SCALE
DESIGNED BY
DRAWN BY
CHECKED BY
IN CHARGE
DATE
DESCRIPTIONREV DATE BY EXPIRESREG NOAPP SEAL HOLDER
4/2
9/2
011
11:2
4:5
9
AM
US
ER
=Al-
Mashat
mM
TA_
HA
LF_
BW
_P
DF.pltcfg
MT
A_
H_
BW.T
BL
Pentable
=Plot Driv
er=
SHEET NO
THE STATE OF CALIFORNIA.
LOS ANGELES COUNTY AND OF
THE TAXES OF THE CITIZENS OF
DRAWING HAS BEEN FINANCED BY
THE PREPARATION OF THIS
0
SUBMITTED
APPROVED
...\
cadd\
EIR\
C098
0G
C001.plg
0+00
5+00
10+00
15+00
20+00
25+00
30+00
35+00
40+0
0
45+0
0
50+0
0
55+0
0
60+0
0
65+0
0
70+0
0
75+00
76+30
76+30
0+00
5+00
10+00
15+00
20+00
25+00
30+00
35+00
40+0
0
45+0
0
50+0
0
55+0
0
60+0
0
65+0
0
70+0
0
75+00
0 150’ 300’300’
S FLO
WER ST
S FIG
UEROA ST
W 7TH ST
WILSHIRE BLVD
W 6TH ST
W 5TH ST
W 3RD ST
S OLIV
E ST
S HILL ST
S LOS ANGELES ST
SA
N PE
DR
O ST
CE
NT
RAL
AV S
AL
AM
ED
A ST
S
HE
WIT
T ST
S
GA
RE
Y ST
N
VIG
NES ST
E TEM
PLE S
T
ALISO ST
W 4TH ST
S HOPE ST
2ND ST
E COMMERCIAL ST
MADRETO SIERRA
TO ATLANTIC
BEACHTO LONG
TEMPLE ST
STATION2ND/HOPE STREET
STATION
2ND/BROADWAY
METRO STATIO
N
EXIS
T 7TH
C-101
C-102
C-103
C-104 C-105
C-106
C-107
C-108
C-109 C-110
C-111
C-112
AVENUE STATION1ST/C
ENTRAL
TRACTION AVE
W 1ST STREET
2ND ST
TRACK ALIGNMENT
KEY MAP
GC-100
1"=300’
3
JS
MA
ADVANCED CONCEPTUAL ENGINEERING
REGIONAL CONNECTOR TRANSIT CORRIDOR
METROPOLITAN TRANSPORTATION AUTHORITYLOS ANGELES COUNTY
C0980
PRELIMINARY
05/04/2011
10TH FLOOR
777 S. FIGUEROA STREET
LOS ANGELES, CA 90017
T 213.312-3100
F 213.312-3114
BROAD
WAY
95
+00
95
+00
90
+00
90
+00
85
+00
85
+00
85+00
90+00
93+6593+65
85+00
90+00
94+0394+03
80+00
80+0080+00
DUCOMMUN ST
S SPRIN
G ST
MAIN ST
ROSE ST
S GRAND AVE
LINE BELOW
RED/PURPLE
UTILIT
Y
MIS
C.
286.8
287.2
286.9
287.4
288.1
8+
50.4
6
TS
9+
10.4
6
SC
8+
51.2
1
TS
9+
11.2
1
SC
VERT: 1"=10’
0 10’ 20’
280
270
260
250
240
230
220
290
8+00 9+00
300
310
C-101
HORZ: 1" = 40’
VERT: 1" = 10’
4
MATC
H
LIN
E ST
A
R 9+
00 SEE
DW
G
C-10
2
PO
OL
290
282.4
284.6
285.8
286.5
286.5
287.7
288.6
289.4
288.4
285
6+
86.2
7
CS
7+
46.2
7
ST
6+
89.4
1
CS
7+
49.4
1
ST
10’0 40’ 80’20’40’
HORIZ: 1"=40’
7+00
S FLOWER ST
W
6T
H ST
1980
W
6T
H ST
TRACK ALIGNMENT PLAN AND PROFILE
STA R 0+00 TO STA R 9+00
MIN
STRUCTURE WALL
280
280.5
282.5
284.6
283.6
285
285
5+00
5+
21.7
3
TS
5+
81.7
3
SC
5+00
5+
34.2
5
TS
5+
94.2
5
SC
5+00 6+00
RcI
CURVE DATA
Lc
35
35
990
5000’60’ 104.54’
60’ 8000’ 95.16’
EXIST ROW
EXIST ROW
OUT
Ls
(mph)V
0.75
0.50
0.25
0.25
SD 72" x 84"
EX RCP
ORIGINAL GROUND
(in)Ea
(in)Eu
STRUCTURE WALL
280
276.4
276.6
277.6
278.7
279.5
281.5
3+00 4+00
WIL
SHIR
E
BL
VD
1980
990 60’
60’
WIL
SHIR
E
BL
VD
IN
Ls
NO
CURVE
TOP OF RAIL
STRUCTURE
TOP OF EXISTING
PO
OL
275
272.7 274.5
1+00 2+00
JS
MA
METRO CENTER STATION
EXIST 7TH ST/
272.5
271.6
270.3
270
0+00
0+
00.0
0
PO
B
0+00
0+
00.0
0
PO
B
0+00
280
270
260
250
240
230
220
W
7T
H ST
290
300
310
EXIST PLATFORM
TO LONG BEACH
EXISTING BLUE LINE
NOTES:
3.
2.
1.
EASTBOUND TRACK
TRACK. RIGHT TRACK CENTERLINE IS
LEFT TRACK CENTERLINE IS WESTBOUND
THE SAME AS PROFILE OF RIGHT TRACK
PROFILE OF LEFT TRACK IS APPROXIMATELY
TO BE VERIFIED WITH FIELD SURVEY
ALIGNMENT TO EXISTING LONG BEACH TRACK
CENTERLINE GEOMETRY OF EXISTING TRACK
CONCRETE SLAB
6.3
3’
5+4
2.5
0
BV
C
EL 238.8
6
5+92.5
0
EL 239.0
0
6+4
2.5
0
EV
C
EL 239.4
4
EL 237.3
5
0.28%
L = 100’
0.88%
SD 72" x 84"
EX RCP
REV
CONTRACT NO
DRAWING NO
SCALE
DESIGNED BY
DRAWN BY
CHECKED BY
IN CHARGE
DATE
DESCRIPTIONREV DATE BY EXPIRESREG NOAPP SEAL HOLDER
4/2
9/2
011
11:2
5:0
1 A
MU
SE
R=
Al-
Mashat
mM
TA_
HA
LF_
BW
_P
DF.pltcfg
MT
A_
H_
BW.T
BL
Pentable
=Plot Driv
er=
SHEET NO
THE STATE OF CALIFORNIA.
LOS ANGELES COUNTY AND OF
THE TAXES OF THE CITIZENS OF
DRAWING HAS BEEN FINANCED BY
THE PREPARATION OF THIS
0
SUBMITTED
APPROVED
PLAN
...\
cadd\
EIR\
C098
0C
101.plg
ADVANCED CONCEPTUAL ENGINEERING
REGIONAL CONNECTOR TRANSIT CORRIDOR
METROPOLITAN TRANSPORTATION AUTHORITYLOS ANGELES COUNTY
R TRACK PROFILE
C0980
PRELIMINARY
05/04/2011
10TH FLOOR
777 S. FIGUEROA STREET
LOS ANGELES, CA 90017
T 213.312-3100
F 213.312-3114
EXIST ROW
TUNNEL
19
+00.0
0
BV
C
EL 250.4
7
20
+00.0
0
ORIGINAL GROUND
DE
NSE T
REES
DE
NSE T
REES
DE
NSE T
REES
285
285
290
295
290
290
287.4
287.7 287.9
288.4
288.8
287.7
288.6
288.6
288.6
292.6
289.4
291.4
290.7
289.7
289.2
289.8
290.2
290.4
293.6
291.3
291.4
290.4
290.1
290.1
290.3
289.9
292.6
293.6
295.5
297.3
299.5
300.6
302.5
PATI
O
ARE
A
GROUND NOT VISIBLE
EL
EV
AT
ED
WA
LK
WA
Y
ELEVATED WALKWAY
EL
EV
AT
ED
WA
LK
WA
Y
290
290
295
300
310
310
REV
CONTRACT NO
DRAWING NO
SCALE
DESIGNED BY
DRAWN BY
CHECKED BY
IN CHARGE
DATE
DESCRIPTIONREV DATE BY EXPIRESREG NOAPP SEAL HOLDER
4/2
9/2
011
11:2
5:0
2
AM
US
ER
=Al-
Mashat
mM
TA_
HA
LF_
BW
_P
DF.pltcfg
MT
A_
H_
BW.T
BL
Pentable
=Plot Driv
er=
SHEET NO
THE STATE OF CALIFORNIA.
LOS ANGELES COUNTY AND OF
THE TAXES OF THE CITIZENS OF
DRAWING HAS BEEN FINANCED BY
THE PREPARATION OF THIS
0
SUBMITTED
APPROVED
PLAN
...\
cadd\
EIR\
C098
0C
102.plg
0.88%
L = 200’
TOP OF RAIL
TOP OF TUNNEL
ADVANCED CONCEPTUAL ENGINEERING
REGIONAL CONNECTOR TRANSIT CORRIDOR
METROPOLITAN TRANSPORTATION AUTHORITYLOS ANGELES COUNTY
R TRACK PROFILE
C0980
PRELIMINARY
05/04/2011
10TH FLOOR
777 S. FIGUEROA STREET
LOS ANGELES, CA 90017
T 213.312-3100
F 213.312-3114
10+00 15+00 20+00
9+
10.4
6
SC
9+
85.2
2
CS
10
+45.2
2
ST
10+00 15+00 20+00
9+
11.2
1
SC
10
+03.3
2
CS
10
+63.3
2
ST
VERT: 1"=10’
0 10’ 20’10’0 40’ 80’20’40’
HORIZ: 1"=40’
MATC
H
LIN
E ST
A
R 20+
00 SEE
DW
G
C-10
3
9+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
MATC
H
LIN
E ST
A
R 9+
00 SEE
DW
G
C-10
1
RcI
CURVE DATA
Lc
351000
1000
W
5T
H ST
S FLOWER ST
COMPLEX
BONAVENTURE HOTEL
PLAZA
CITYCORP
OUT
Ls
IN
Ls
NO
CURVE
220
230
240
250
260
270
280
290
300
10+00 11+00 19+00 20+00
351990
1990
5000’
6000’
60’ 60’
60’ 60’
74.76’
92.10’
W
5T
H ST
ST
4T
H
270’ POCKET TRACKTUNNEL
AB
OV
EO
VE
RP
ASS
W
4T
H ST
(in)Ea
(in)Eu
(mph)V
0.75
0.75
0.25
0.25
AREAS OF CONFLICT
TO BE REMOVED IN
ELECTRIC TUNNEL
ABANDONED PACIFIC
STRUCTURE WALL
STRUCTURE WALL
STRUCTURE
TOP OF
AREAS OF CONFLICT
TO BE REMOVED IN
ELECTRIC TUNNEL
ABANDONED PACIFIC
TRACK ALIGNMENT PLAN AND PROFILE
STA R 9+00 TO STA R 20+00
C-102
HORZ: 1" = 40’
VERT: 1" = 10’
5
JS
MA
OR PIP
TO BE RELOCATED
STORM DRAIN
EX 72" x 84" RCP
CROSSWALKPEDESTRIAN EXIST OVERHEAD
CROSSWALKPEDESTRIAN OVERHEADEXIST
RELOCATED OR PIP
(BEHIND) TO BE
STORM DRAIN
EX 72" x 84" RCP
310
220
230
240
250
260
270
280
290
300
CONCRETE SLAB
EXIST ROW
TOP OF RAIL
EL 251.3
4
21+00.0
0
EV
C
EL 251.3
4
DE
NSE T
REES
DE
NSE T
REES
CO
URT
RO
OFT
OP TE
NNIS
CO
URT
RO
OFT
OP TE
NNIS
CO
URT
RO
OFT
OP TE
NNIS
EL
EV
AT
ED
WA
LK
WA
Y
TREES
DENSE
TREES
DENSE
TREES
DENSE
315
315
315
315
320
325
320
325
330
306.7
308.5
310.6
311.6
312.5
313.5
314.8
315.6
315.6
314.6
316.2
316.3
315.5
321.5
341.9
305
310
REV
CONTRACT NO
DRAWING NO
SCALE
DESIGNED BY
DRAWN BY
CHECKED BY
IN CHARGE
DATE
DESCRIPTIONREV DATE BY EXPIRESREG NOAPP SEAL HOLDER
4/2
9/2
011
11:2
5:0
3
AM
US
ER
=Al-
Mashat
mM
TA_
HA
LF_
BW
_P
DF.pltcfg
MT
A_
H_
BW.T
BL
Pentable
=Plot Driv
er=
SHEET NO
THE STATE OF CALIFORNIA.
LOS ANGELES COUNTY AND OF
THE TAXES OF THE CITIZENS OF
DRAWING HAS BEEN FINANCED BY
THE PREPARATION OF THIS
0
SUBMITTED
APPROVED
PLAN
...\
cadd\
EIR\
C098
0C
103.plg
0.00%
L = 200’
230
ORIGINAL GROUND
TOP OF TUNNEL
ADVANCED CONCEPTUAL ENGINEERING
REGIONAL CONNECTOR TRANSIT CORRIDOR
METROPOLITAN TRANSPORTATION AUTHORITYLOS ANGELES COUNTY
R TRACK PROFILE
C0980
PRELIMINARY
05/04/2011
10TH FLOOR
777 S. FIGUEROA STREET
LOS ANGELES, CA 90017
T 213.312-3100
F 213.312-3114
20+0025+00
24
+03.3
9
TS
25
+03.3
9
SC
20+0025+00
24
+21.5
6
TS
25
+21.5
6
SC
VERT: 1"=10’
0 10’ 20’10’0 40’ 80’20’40’
HORIZ: 1"=40’
MATC
H
LIN
E ST
A
R 20+
00 SEE
DW
G
C-10
2
MAT
CH LINE
STA
R 28
+00 S
EE D
WG C-104
WORLD TRADE CENTER
S FLOWER ST
WORLD TRADE CENTER
240
250
260
270
280
290
300
310
320
W
3R
D ST
RcI
CURVE DATA
Lc
10583’1010
OUT
Ls
IN
Ls
NO
CURVE
10583’2000
1010
2000
TUNNEL
TUNNEL
4T
H ST
100’
100’
401.79’
397.79’
32’
40’
0.50
0.50
0.25
0.25
(in)Ea
(in)Eu
(mph)V
OV
ERP
ASS
AB
OV
E
W
4T
H ST
TRACK ALIGNMENT PLAN AND PROFILE
STA R 20+00 TO STA R 28+00
C-103
HORZ: 1" = 40’
VERT: 1" = 10’
6
JS
MA
22+00 23+00 24+00 25+00 26+00 27+00 28+0021+0020+00
230
310
300
290
280
270
260
250
240
320
EXIST ROW
EXIST ROW
L = 300’
33
+03.2
1 B
VC
EL 251.3
4
34
+53.2
1
EL 251.3
4
36
+03.2
1 E
VC
EL 24
4.8
6
31+00 32+00 33+00 34+00 35+00 36+00 37+0030+0029+0028+00
TRACK ALIGNMENT
JS
MA
PLAN AND PROFILE
STA R 28+00 TO STA R 37+00
C-104
HORZ: 1" = 40’
VERT: 1" = 10’
7
DENSE TREES
DENSE TREES
315
325
330
335
340
345
350
355
360
350
355
365
365
370
375
380 3
85
370
375
380
360
364.4
363.5
362.9
363.2360.6
357.6
352.6
362.7
351.3
363.3
362.6
363.5
363.8
364.5
364.6
363.5
362.5
361.6
360.3
361.6
363.4
366.5
365.7
366.5
368.6
386.3
386.7
385.8
382.7
377.5
372.7
362.4
360.4
359.3
359.5
360.4
361.4
358.3
361.5
360.5
359.5
363.2
363.7
385.8
360
360
365
360
30+00
35+00
29
+05.1
8
CS
29
+37.1
8
ST
32
+80.9
4
TS
33
+15.9
4
SC
30+00
35+00
29
+19.3
5
CS
29
+59.3
5
ST
33
+26.6
6
TS
33
+66.6
6
SC
37+44.5
9CS
36+96.3
2
CS
0.00% 0.00%
-4.32%
VERT: 1"=10’
0 10’ 20’10’
HORIZ: 1"=40’
0 40’ 80’20’40’
RcI
CURVE DATA
Lc
10380.43’583’
40’ 583’ 377.93’ 10
MATC
H LIN
E STA R 28+
00 SEE D
WG
C-103
MAT
CH LINE
STA
R 37+00 S
EE D
WG C-105
1020
2010
100’
100’
OUT
Ls
IN
Ls
NO
CURVE
KOSCIUSZKO
W
Y
W
GEN THADDEUS
230
240
250
260
270
280
290
300
310
320
2010
1020
35’
TUNNEL
TUNNELEXIST ROW
EXIST ROW
TOP OF RAIL
(in)Ea
(in)Eu
(mph)V
0.50
0.50
0.25
0.25
TOP OF TUNNEL
TOP OF TUNNEL
FOR STATION BOX
REFER TO DWG A-101
S HOPE
ST
BROAD MUSEUM
PROPOSED
CONCERT HALL
WALT DISNEY
STATION WALL
2ND/HOPE
STATION WALL
2ND/HOPE
S
HOPE ST
STATION2ND/HOPE STREET
CEN
TRAL P
LANT
EXIST
ELEV 310 AT 2ND ST TUNNEL
ELEV 360 AT E 2ND ST
ELEV 390 AT GRAND AVE
ORIGINAL GROUND ABOVE
2ND/HOPE STREET STATION PLATFORM
230
REV
CONTRACT NO
DRAWING NO
SCALE
DESIGNED BY
DRAWN BY
CHECKED BY
IN CHARGE
DATE
DESCRIPTIONREV DATE BY EXPIRESREG NOAPP SEAL HOLDER
4/29/2011
4:2
5:0
0
PM
US
ER
=Al-
Mashat
mM
TA_
HA
LF_
BW
_P
DF.pltcfg
MT
A_
H_
BW.T
BL
Pentable
=Plot Driv
er=
SHEET NO
THE STATE OF CALIFORNIA.
LOS ANGELES COUNTY AND OF
THE TAXES OF THE CITIZENS OF
DRAWING HAS BEEN FINANCED BY
THE PREPARATION OF THIS
0
SUBMITTED
APPROVED
PLAN
...\
cadd\
EIR\
C0980
C104.plg
ADVANCED CONCEPTUAL ENGINEERING
REGIONAL CONNECTOR TRANSIT CORRIDOR
240
250
260
270
280
290
300
310
320
METROPOLITAN TRANSPORTATION AUTHORITYLOS ANGELES COUNTY
R TRACK PROFILE
C0980
PRELIMINARY
05/04/2011
10TH FLOOR
777 S. FIGUEROA STREET
LOS ANGELES, CA 90017
T 213.312-3100
F 213.312-3114
L = 400’
40+00 41+00 42+00 43+00 44+0039+0038+0037+00 45+00 46+00 47+00
2020
44
+00.0
0
BV
C
EL 210.4
1
46
+00.0
0
EL 201.7
6
NO
CURVE
2020
IN
Ls
OUT
LsI Rc Lc
257.88’ 011500’0 0 0 35
EXIST ROW
(in)Ea
(in)Eu
(mph)
V
190
200
210
220
230
240
250
260
270
280
TREESDENSE
TREESDENSE
TREESDENSE
385
380
375
370
365
360 355
355
330
335
340
345
350
345
325
305
300
310
300
305
386.4
386.1
385.8
385.9
353.7
353.8
355.6
357.6
308.3
308.2
307.7
315.6
312.2
310.6
309.4
302.5
301.6
300.8
301.7
306.5
306.5
PAR
KI
NG
RO
OFT
OP
350
350
REV
CONTRACT NO
DRAWING NO
SCALE
DESIGNED BY
DRAWN BY
CHECKED BY
IN CHARGE
DATE
DESCRIPTIONREV DATE BY EXPIRESREG NOAPP SEAL HOLDER
4/2
9/2
011
11:2
5:0
6
AM
US
ER
=Al-
Mashat
mM
TA_
HA
LF_
BW
_P
DF.pltcfg
MT
A_
H_
BW.T
BL
Pentable
=Plot Driv
er=
SHEET NO
THE STATE OF CALIFORNIA.
LOS ANGELES COUNTY AND OF
THE TAXES OF THE CITIZENS OF
DRAWING HAS BEEN FINANCED BY
THE PREPARATION OF THIS
0
SUBMITTED
APPROVED
PLAN
...\
cadd\
EIR\
C098
0C
105.plg
-4.32%
40+00 45+00
37
+96.3
2
ST
40+00 45+00
38
+44.5
9
ST
43
+54.0
0
PC
46
+19.5
5
PT
37
+44.5
9
CS
36
+96.3
2C
S
VERT: 1"=10’
0 10’ 20’10’
HORIZ: 1"=40’
0 40’ 80’20’40’
MATC
H LIN
E STA R 37+
00 SEE D
WG
C-104
MATC
H
LIN
E ST
A
R 47+
00 SEE
DW
G
C-10
6
CURVE DATA
MUSIC
SCHOOL OF
COLBURN
S
OLIV
E ST
S
HIL
L ST
LAW BLDG
LOS ANGELES
E 2ND ST
EXIST ROW
ENTER 2ND ST TUNNEL
STORM DRAIN BOX 11.5’x13’
EXIST LA COUNTY
AP
PR
OX.
NORTH OF TUNNEL
BOX SHIFTS
UPPE
R LE
VEL
S
GR
AN
D
AV
E
ELEV 310 AT 2ND ST TUNNEL
ELEV 355 AT OLIVE ST
ORIGINAL GROUND ABOVE
12’
ADVANCED CONCEPTUAL ENGINEERING
REGIONAL CONNECTOR TRANSIT CORRIDOR
METROPOLITAN TRANSPORTATION AUTHORITYLOS ANGELES COUNTY
R TRACK PROFILE
C0980
PRELIMINARY
05/04/2011
10TH FLOOR
777 S. FIGUEROA STREET
LOS ANGELES, CA 90017
T 213.312-3100
F 213.312-3114
TRACK ALIGNMENT
JS
MA
PLAN AND PROFILE
STA R 37+00 TO STA R 47+00
C-105
HORZ: 1" = 40’
VERT: 1" = 10’
8
190
200
210
220
230
240
250
260
270
280
TUNNEL
TUNNEL
(EXISTING)
RED LINE TUNNELS
TOP OF RAIL
STORM DRAIN BOX 11.5’x13’
EXIST LA COUNTY
RED LINE TUNNELS TO BE VERIFIED
LOCATION AND DEPTH OF EXISTING
1.
TOP OF TUNNEL
(EXISTING)
RED LINE TUNNELS
NOTES:
TUNNEL
STATION WALL
2ND/BROADWAY
EXIST ROW
TUNNEL
TOP OF TUNNEL
52+00 53+00 54+00 55+00 56+0051+0050+0049+0047+00 48+00 57+00
48
+00.0
0
EV
C
EL 201.7
6
56
+10.0
0
BV
C
EL 201.7
6
NO
CURVE
1030
2030
IN
Ls
OUT
Ls
34°41’39"
46°00’00"
I Rc Lc
101.53’
121.04’ 25
35
2030
7600’
14000’0
00
0
TUNNEL
TUNNEL
ELEV 282 AT MAIN ST
ELEV 285 AT SPRING ST
ORIGINAL GROUND ABOVE
(in)Ea
(in)Eu
(mph)
V
0
0
0
0
TOP OF TUNNEL
STATION WALL
2ND/BROADWAY
STORM DRAIN BOX 11.5’x13’
EXIST LA COUNTY
295
290
295
290
285
285
285
298.5
296.5
295.4
294.4
292.6
291.5
289.6
288.7
288.4
291.6
293.5
296.6
288.2
288.1
286.8
287.9
286.3
285.7
285.1
287.9
287.2
287.7
287.7
287.2
287.2
286.6
285.3
285.4
285.7
285.3
284.9
284.3
287.2
287.8
285.4
285.9
284.2 2
83.2
283.6
284.4
283.7
282.8
REV
CONTRACT NO
DRAWING NO
SCALE
DESIGNED BY
DRAWN BY
CHECKED BY
IN CHARGE
DATE
DESCRIPTIONREV DATE BY EXPIRESREG NOAPP SEAL HOLDER
4/2
9/2
011
11:2
5:0
7
AM
US
ER
=Al-
Mashat
mM
TA_
HA
LF_
BW
_P
DF.pltcfg
MT
A_
H_
BW.T
BL
Pentable
=Plot Driv
er=
SHEET NO
THE STATE OF CALIFORNIA.
LOS ANGELES COUNTY AND OF
THE TAXES OF THE CITIZENS OF
DRAWING HAS BEEN FINANCED BY
THE PREPARATION OF THIS
0
SUBMITTED
APPROVED
PLAN
...\
cadd\
EIR\
C098
0C
106.plg
0.00%0.00%
50+0055+00
47
+65.4
4
PC
48
+66.9
7
PT
57
+15.4
8
TS
50+0055+00
48
+10.2
6
PC
49
+31.3
0
PT
57
+72.2
1
TS
VERT: 1"=10’
0 10’ 20’10’
HORIZ: 1"=40’
MATC
H
LIN
E ST
A
R 57+
00 SEE
DW
G
C-10
7
MATC
H
LIN
E ST
A
R 47+
00 SEE
DW
G
C-10
5
0 40’ 80’20’40’
CURVE DATA
1030
LAW BLDG
LOS ANGELES
E 2ND ST
BR
OA
DW
AY
2ND/BROADWAY STATION
N SP
RIN
G ST
LA TIMES
LA TIMES PARKING
EXIST ROW
HIGGINS BLDG
LAPD
E 2ND ST
TOP OF RAIL
STORM DRAIN BOX 11.5’x13’
EXIST LA COUNTY
FOR STATION BOX
REFER TO DWG A-102
2ND/BROADWAY STATION PLATFORM
ADVANCED CONCEPTUAL ENGINEERING
REGIONAL CONNECTOR TRANSIT CORRIDOR
METROPOLITAN TRANSPORTATION AUTHORITYLOS ANGELES COUNTY
R TRACK PROFILE
C0980
PRELIMINARY
05/04/2011
10TH FLOOR
777 S. FIGUEROA STREET
LOS ANGELES, CA 90017
T 213.312-3100
F 213.312-3114
TRACK ALIGNMENT
PLAN AND PROFILE
STA R 47+00 TO STA R 57+00
C-106
HORZ: 1" = 40’
VERT: 1" = 10’
9
JS
MA
180
210
200
190
220
230
240
250
260
270
180
190
200
210
220
230
240
250
260
270
TUNNEL
EXIST ROW
TOP OF TUNNEL
62+00 63+00 64+00 65+00 66+0061+0060+0059+0057+00 58+00
E 2ND ST
57
+10.0
0
EL 201.7
6
58
+10.0
0
EV
C
EL 203.1
2
L = 200’
EXIST ROW
ORIGINAL GROUND
TOP OF RAIL
DRAIN BOX 11.5’x13’
EXIST COUNTY STORM
NOT
VISIBLE
GR
OU
ND
NOT
VISIBLE
GR
OU
ND
270
282.4
282.8
283.3
282.9
282.2
282.2
282.2
282.1
270.6
270.5
270.7
272.5
274.5
277.5
279.5
281.4
272.6
269.3
269.8
269.5
270.4
269.6
269.3
269.7
269.6
269.2
269.4
269.8
269.7
269.4
268.8
269.2
268.8
280
275
270
190
200
210
220
230
240
250
260
270
REV
CONTRACT NO
DRAWING NO
SCALE
DESIGNED BY
DRAWN BY
CHECKED BY
IN CHARGE
DATE
DESCRIPTIONREV DATE BY EXPIRESREG NOAPP SEAL HOLDER
4/2
9/2
011
11:2
5:0
8
AM
US
ER
=Al-
Mashat
mM
TA_
HA
LF_
BW
_P
DF.pltcfg
MT
A_
H_
BW.T
BL
Pentable
=Plot Driv
er=
SHEET NO
THE STATE OF CALIFORNIA.
LOS ANGELES COUNTY AND OF
THE TAXES OF THE CITIZENS OF
DRAWING HAS BEEN FINANCED BY
THE PREPARATION OF THIS
0
SUBMITTED
APPROVED
PLAN
...\
cadd\
EIR\
C098
0C
107.plg
1.36%
60+00
65+00
57
+15.4
8
TS
58
+15.4
8
SC
59
+46.9
8
CS 60
+46.9
8
ST
60+00
65+0057
+72.2
1
TS
58
+72.2
1
SC
60
+03.7
1
CS
61+
03.7
1
ST
BLDG
CALTRANS
MAIN ST
VERT: 1"=10’
0 10’ 20’10’
HORIZ: 1"=40’
MATC
H LI
NE STA R 66
+00 S
EE D
WG
C-108
MATC
H LI
NE STA R 57
+00 S
EE D
WG
C-106
0 40’ 80’20’40’
280
MALLSHOPPINGCOURT
WELLER
AN
GELES ST
S L
OS
HOTEL
GRAND
KYOTO
NO
CURVE
1040
2040
IN
Ls
OUT
LsI Rc Lc
CURVE DATA
131.50’
131.50’ 455000’
5000’
2040
1040
100’ 100’
100’ 100’
DRAIN BOX 11.5’x13’
EXIST COUNTY STORM
(in)Ea
(in)Eu
(mph)
V
1.50
1.50
0.25
0.25
45
VIBIANA’S
ADVANCED CONCEPTUAL ENGINEERING
REGIONAL CONNECTOR TRANSIT CORRIDOR
LIBRARY
TOKYO
LITTLE
METROPOLITAN TRANSPORTATION AUTHORITYLOS ANGELES COUNTY
R TRACK PROFILE
C0980
PRELIMINARY
05/04/2011
10TH FLOOR
777 S. FIGUEROA STREET
LOS ANGELES, CA 90017
T 213.312-3100
F 213.312-3114
TRACK ALIGNMENT
PLAN AND PROFILE
STA R 57+00 TO STA R 66+00
C-107
HORZ: 1" = 40’
VERT: 1" = 10’
10
JS
MA
TUNNEL
280
200
270
260
250
240
230
220
210
190
L = 200’
TOP OF RAIL
TOP OF TUNNEL
69
+39.8
5
BV
C
EL 218.5
1
70
+39.8
5
EL 219.8
7
71+39.8
5
EV
C
EL 221.0
2
ORIGINAL GROUND
1.15%
1.36%
TUNNEL
TUNNEL
76+0074+00 75+0071+00 72+00 73+0070+0069+0068+0066+00 67+00
280
270
260
250
240
230
220
210
200
270
270
269.
4
269.
5
268.
9
268.
8
268.
7
268.
6
268.
5
267.
7
268.
4
268.
7
269.
5
268.
6
268.
4
267.
8
267.
5
267.
4
266.
9
268.
7
266.
8
268.
4
268.
2
268.
9
266.
4
269.
3
PARKING
ROOFTOP
290
EXIST ROW
JAPANESE VILLAGE PLAZA
TRACK ALIGNMENT
PLAN AND PROFILE
STA R 66+00 TO STA R 76+00
C-108
HORZ: 1" = 40’
VERT: 1" = 10’
11
JS
MA
VERT: 1"=10’
0 10’ 20’10’
HORIZ: 1"=40’
0 40’ 80’20’40’
220
210
200
SEE DWG C-109
MATCH LINE STA R 76+
00
70+00
75+0
0
69
+91.4
0
TS
70
+91.4
0
SC
75+18.6
5
CS
76+3
0
76+3
0
75+93.6
5
ST
70+00
75+0
0
70
+28.1
0
TS
71+
28.1
0
SC
75+55.3
5CS
76+30.3
5ST
MATC
H LI
NE STA R 66
+00 S
EE D
WG
C-107
E 2ND ST
240
230
290
SA
N PE
DR
O ST
2ND STREET
ST
SA
N PE
DR
O
2N
D ST
NO
CURVE
IN
Ls
CURVE DATA
25
OUT
LsI Rc Lc
100’
100’
1060
2060
1060
2060 75’
75’ 600’
600’
427.25’
427.25’
EXIST ROW
(in)Eu
(in)Ea
(mph)
V
2.00
2.00
2.00
2.00
25
MIN
BOX 11.5’x13’
STORM DRAIN
EXIST LA COUNTY
2ND STREET
CONTINUES ON
STORM DRAIN
BOX 11.5’x13’
STORM DRAIN
EXIST LA COUNTY
8.1
1’
REV
CONTRACT NO
DRAWING NO
SCALE
DESIGNED BY
DRAWN BY
CHECKED BY
IN CHARGE
DATE
DESCRIPTIONREV DATE BY EXPIRESREG NOAPP SEAL HOLDER
4/2
9/2
011
11:2
5:1
0
AM
US
ER
=Al-
Mashat
mM
TA_
HA
LF_
BW
_P
DF.pltcfg
MT
A_
H_
BW.T
BL
Pentable
=Plot Driv
er=
SHEET NO
THE STATE OF CALIFORNIA.
LOS ANGELES COUNTY AND OF
THE TAXES OF THE CITIZENS OF
DRAWING HAS BEEN FINANCED BY
THE PREPARATION OF THIS
0
SUBMITTED
APPROVED
PLAN
...\
cadd\
EIR\
C098
0C
108.plg
ADVANCED CONCEPTUAL ENGINEERING
REGIONAL CONNECTOR TRANSIT CORRIDOR
280
270
260
250
METROPOLITAN TRANSPORTATION AUTHORITYLOS ANGELES COUNTY
R TRACK PROFILE
C0980
PRELIMINARY
05/04/2011
10TH FLOOR
777 S. FIGUEROA STREET
LOS ANGELES, CA 90017
T 213.312-3100
F 213.312-3114
ORIGINAL GROUND
INV 252.99
BOTTOM OF PIPE 252.32
EXIST 75" RCP SD
79
+08.5
0
BV
C
EL 229.8
5
79
+57.5
0
EV
C
EL 231.3
2
L = 49’
79
+33.0
0
EL 230.1
3
1.15%
4.87%
TOP OF RAIL
STATION WALL
STRUCTURE
TOP OF
83+0080+00 81+00 82+0079+0078+0077+0076+00
STATION WALL
FOR STATION BOX
REFER TO DWG A-103
STREET WIDENING
PROPOSED
DENSE TREES
266.3
267.5
267.6
268.5
268.4
269.4
268.7
268.2
268.9
269.7
269.3
266.5
269.3
268.7
267.7
269.2
267.3
267.4
267.8
267.2
267.3
267.9
268.6
268.2
267.6
267.3
CONCRETE SLAB
EXIST ROW
EXIST ROW
76+3076+30
VERT: 1"=10’
0 10’ 20’10’
HORIZ: 1"=40’
MATC
H LI
NE STA R 83
+00 S
EE D
WG C-110
MATC
H
LIN
E ST
A
R 76+
00 SEE
DW
G
C-10
8
0 40’ 80’20’40’
200
CE
NT
RAL A
VE
AL
AM
ED
A ST
1ST ST
AV
E
CE
NT
RA
L
AL
AM
ED
A
ST
1S
T
ST
1070
2070
NO
CURVE
IN
Ls
CURVE DATA
OUT
LsI Rc Lc
2070 190’
400’1070 0 0
0 0
80
+18.5
5
PC
81+
80.5
1
PT
81+
20.8
7PT8
0+
43.9
4
PC
161.96’
76.93’
(in)Ea
(in)Eu
(mph)
V
0
0
0
0
5
5
REFER TO DWG C-111 FOR CONTINUATION
TRACK ALIGNMENT
JS
MA
1ST/CENTRAL AVENUE STATION
1ST/CENTRAL AVENUE STATION PLATFORM
PLAN AND PROFILE
STA R 76+00 TO STA R 83+00
C-109
HORZ: 1" = 40’
VERT: 1" = 10’
12
EXIST 75" RCP SD
REV
CONTRACT NO
DRAWING NO
SCALE
DESIGNED BY
DRAWN BY
CHECKED BY
IN CHARGE
DATE
DESCRIPTIONREV DATE BY EXPIRESREG NOAPP SEAL HOLDER
4/2
9/2
011
12:4
8:0
1 P
MU
SE
R=
Al-
Mashat
mM
TA_
HA
LF_
BW
_P
DF.pltcfg
MT
A_
H_
BW.T
BL
Pentable
=Plot Driv
er=
SHEET NO
THE STATE OF CALIFORNIA.
LOS ANGELES COUNTY AND OF
THE TAXES OF THE CITIZENS OF
DRAWING HAS BEEN FINANCED BY
THE PREPARATION OF THIS
0
SUBMITTED
APPROVED
PLAN
...\
cadd\
EIR\
C098
0C
109.plg
ADVANCED CONCEPTUAL ENGINEERING
REGIONAL CONNECTOR TRANSIT CORRIDOR
280
270
260
250
240
230
220
210
290
METROPOLITAN TRANSPORTATION AUTHORITYLOS ANGELES COUNTY
R TRACK PROFILE
C0980
PRELIMINARY
05/04/2011
10TH FLOOR
777 S. FIGUEROA STREET
LOS ANGELES, CA 90017
T 213.312-3100
F 213.312-3114
X-OVER LOCATION
ALTERNATE
200
280
270
260
250
240
230
220
210
290
80+00
80+0080+00
ORIGINAL GROUND
EXIST ROW
EXIST ROWX-OVER LOCATION
ALTERNATIVE
RETAINING WALL
RETAINING WALL
Plot Driv
er=
DESCRIPTIONREV DATE BY EXPIRESREG NOAPP SEAL HOLDER
APPROVEDDATESHEET NO
05/04/2011 F 213.312-3114
IN CHARGESUBMITTED
T 213.312-3100
SCALE
LOS ANGELES, CA 90017
CHECKED BY
10TH FLOOR
0 MT
A_
HA
LF_
BW
_P
DF.pltcfg
777 S. FIGUEROA STREET
THE STATE OF CALIFORNIA.
LOS ANGELES COUNTY AND OF
THE TAXES OF THE CITIZENS OF
DRAWING HAS BEEN FINANCED BY
THE PREPARATION OF THIS REVDRAWING NO
DRAWN BY
ADVANCED CONCEPTUAL ENGINEERING
REGIONAL CONNECTOR TRANSIT CORRIDOR CONTRACT NODESIGNED BY
C0980
METROPOLITAN TRANSPORTATION AUTHORITYLOS ANGELES COUNTY
VERT: 1"=10’
0 10’ 20’10’
HORIZ: 1"=40’
0 40’ 80’20’40’
R TRACK PROFILEPRELIMINARY
200
Pentable
=M
TA_
H_
BW.T
BL
US
ER
=Al-
Mashat
m
PARAPET
FENCE
12:4
8:2
5
PM
4/2
9/2
011
4.87%
L = 120’
...\
cadd\
EIR\
C098
0C
110.plg
-0.09%
86
+93.0
0
BV
C
EL 267.1
7
88
+13.0
0
EV
C
EL 27
0.0
4
91+01.0
5
EL 269.7
8
87
+53.0
0
EL 27
0.0
9
STREET WIDENING
PROPOSEDSTREET WIDENING
PROPOSED
TREESDENSE
TREESDENSE
TREESDENSE
270
270
270
270
270
270
270
270
269.7
269.5 268.
6
268.6
269.5
269.5
268.6
269.3
269.3
269.1 269.
5270.
1
270.3
270.4
269.7
269.3
270.3 270.
6 270.4
270.3 270.
3
270.3
267.7
268.6
268.6
270.2
269.9
269.5
269.8
270.2
269.5 269.
8
268.4
269.3
270.4 269.
8
269.9
269.5269.
7 269.5
269.8 269.
8
270.5
270.3
269.9
269.4269.
1
271.5
270.7
269.3
270.8270.
7
271.3
270.6
270.3
270.8
269.7
269.5
269.6
268.6
270
270
270
270
PLAN
TOP OF RAIL
CONCRETE SLAB
86+00 87+00 88+00 89+00 90+00 92+0091+00 93+00
280
270
260
250
240
230
220
210
200
290
83+00 84+00 85+00 94+00
1ST STREET
MATC
H
LIN
E ST
A
R 83+
00 SEE
DW
G
C-10
9
CURVE DATA
0 100
I Rc LcNO
CURVE
IN
Ls
OUT
Ls
20902080
1080 1090
1080
1090
1600’
1300’
74.93’
HE
WIT
T ST
GARE
Y ST
ROSE ST
VIG
NES ST
0 0
100000
100000
(in)Ea
(in)Eu
(mph)
V
MANGROVE PROPERTY
TEMPLEBUDDHIST HONGWANJINISHI HOMPA
0
0 0
0
0
0 0 10
100
2090
2100
2100
1100
11500’
1500’
259.03’
71.31’
1100 0 0 11500’ 218.41’ 0 0 10
70.24’2080
66.72’1300’
TRACK ALIGNMENT
JS
MA
PLAN AND PROFILE
STA R 83+00 TO STA R 94+00
C-110
HORZ: 1" = 40’
VERT: 1" = 10’
13
280
270
260
250
240
230
220
210
290
85+0090+00
93+6593+65
PC
86
+28.9
4
PT
87
+03.8
7
PC
88
+15.2
2
PT
88
+86.5
3
PT
92
+44.4
1
PO
E
93
+65.1
9
85+0090+00
94+0394+03
PC
86
+69.3
5
PT
87
+39.5
9
PC
88
+55.4
8
PT
89
+22.1
9
PC
90
+43.1
8 PT
93
+02.2
1
PO
E
94
+02.5
6
PC
90
+26.0
0
86
+4
5.0
0
BV
C
EL 24
4.5
4
88
+4
5.0
0
EV
C
EL 250.4
1
L = 200’
81+99.1
7
BV
C
EL 24
2.4
0
82
+4
9.1
7
EL 24
4.6
9
82
+99.1
7
EV
C
EL 24
4.6
7
L = 100’
5.91%
4.58%
87
+4
5.0
0
EL 24
4.5
0
-0.04%
89+0087+00 88+0084+0082+00 83+00 85+0080+00 86+0081+00
REFER TO DWG C-1
09 FOR CONTINUATION
240
280
270
250
230
220
200
260
290
210
DE
NS
E
TR
EE
S
270
270
270
266.3
266.5
267.3
267.4
267.5
267.7
268.4
268.5
268.5
269.2
269.5
269.8
270.4
272.6
272.7
269.8
269.5
270.1
269.8
269.3
269.8
269.8
269.5
271.2
269.5
268.7
269.2
267.8
267.2
267.3
267.9
269.9
269.8
267.6
267.3
270
270
270
270
CONCRETE SLAB
240
280
270
250
230
220
200
260
290
210
VERT: 1"=10’HORIZ: 1"=40’
40’40’ 20’80’20’ 10’10’ 00
ALAMEDA STREET
ALAMEDA STREET
1ST ST
REET
GEFFEN MOCA
MANGROVE PROPERTY
STREET
TE
MPLE
TE
MP
LE
ST
AL
AM
ED
A
ST
STRUCTURE WALL
5
PC
80+62
.45
PC
80+37
.80
CS
82
+12.6
8
CS
82
+26.0
8
ST
83
+26.0
8
ST
83
+12.6
8
2075
1075
X-OVER LOCATION
ALTERNATE
ARTS DISTRICT STATION
EXISTING LITTLE TOKYO/
RcI
CURVE DATA
LcOUT
Ls
IN
Ls
NO
CURVE
ORIGINAL GROUND
TOP OF RAILTEMPLE STREET BRIDGE
(in)Ea
(in)Eu
(mph)V
EXIST ROW
EXIST ROW
STRUCTURE WALL
1075
2075
174.88’
163.63’
200’
190’
50 00
000
100
100
REV
CONTRACT NO
DRAWING NO
SCALE
DESIGNED BY
DRAWN BY
CHECKED BY
IN CHARGE
DATE
DESCRIPTIONREV DATE BY EXPIRESREG NOAPP SEAL HOLDER
4/2
9/2
011
11:2
5:1
3
AM
US
ER
=Al-
Mashat
mM
TA_
HA
LF_
BW
_P
DF.pltcfg
MT
A_
H_
BW.T
BL
Pentable
=Plot Driv
er=
SHEET NO
THE STATE OF CALIFORNIA.
LOS ANGELES COUNTY AND OF
THE TAXES OF THE CITIZENS OF
DRAWING HAS BEEN FINANCED BY
THE PREPARATION OF THIS
0
SUBMITTED
APPROVED
PLAN
...\
cadd\
EIR\
C098
0C
111.plg
ADVANCED CONCEPTUAL ENGINEERING
REGIONAL CONNECTOR TRANSIT CORRIDOR
R1 TRACK PROFILE
METROPOLITAN TRANSPORTATION AUTHORITYLOS ANGELES COUNTY
C0980
PRELIMINARY
05/04/2011
10TH FLOOR
777 S. FIGUEROA STREET
LOS ANGELES, CA 90017
T 213.312-3100
F 213.312-3114
REFER TO DWG C-110 FOR CONTINUATION
MATC
H LI
NE STA R1 89
+00 S
EE D
WG
C-112
TRACK ALIGNMENT
PLAN AND PROFILE
STA R1 80+00 TO STA R1 89+00
C-111
HORZ: 1" = 40’
VERT: 1" = 10’
14
JS
MA
85+00
85+00
80
+00
80
+00
80
+00
L = 75’
I
Lc
20’
10’
Rc
VERT: 1"=10’
0
320
310
300
290
280
270
260
250
240
230
OUT
Ls
ALAMEDA STREET
IN
Ls
10’80’
CONCRETE SLAB
275
255
275
253.6
40’
TRACK ALIGNMENT
260
274.9
265
HORIZ: 1"=40’
0
274.8
20’40’
275
274.3
275.5
275.7
273.4
275.4
275.4
1105
273.4
275.2
96+00
275
273.4
272.3
2105
273.3
1000’
1000’
272.7
95+00
1105
DU
CO
MM
UN ST
272.3
272.9
2105
272.7
271.4
TR
EES
DE
NS
E272.6
272.7
94+00
73.07’
72.98’
272.4
273.4
93+00
271.7
JS
MA
271.6
273.9
NO
CURVE
271.2
92+00
273.4
271.4
272.1
272.3
91+00
ALAMEDA ST
270.8
90+00
270
270
270.5
270.6
272.4
89+00
320
310
300
290
280
270
260
250
240
230
94
+7
2.5
8
BV
C
EL 287.5
3
95
+10.0
8
EL 289.7
4
95
+4
7.5
8
EV
C
EL 290.9
3
96
+14.0
7
EL 293.0
4
5.91%
3.17%
0
0
0
0
MATC
H LI
NE STA R1 89
+00 S
EE D
WG
C-111
ORIGINAL GROUND
TOP OF RAIL
RETAINING WALL
JOIN
EXIS
TJ
OIN
EXIS
T
RETAINING WALL
EXIST ROW
(mph)V
(in)Eu
(in)Ea
CURVE DATA
C-112
HORZ: 1" = 40’
VERT: 1" = 10’
15
PLAN AND PROFILE
STA R1 89+00 TO STA R1 96+10
JS
MA
0
0
0
0
10
10
TS
96
+04.9
1
TS
96
+14.3
4
ST
95
+31.3
4
ST
95
+27.4
5
95+00
CS
94
+66.3
4
95+00
CS
94
+62.4
5
SC
93
+93.3
6
SC
93
+89.3
8
TS
92
+93.3
6
TS
92
+89.3
8
90+00
90+00
REV
CONTRACT NO
DRAWING NO
SCALE
DESIGNED BY
DRAWN BY
CHECKED BY
IN CHARGE
DATE
DESCRIPTIONREV DATE BY EXPIRESREG NOAPP SEAL HOLDER
4/2
9/2
011
11:2
5:1
4
AM
US
ER
=Al-
Mashat
mM
TA_
HA
LF_
BW
_P
DF.pltcfg
MT
A_
H_
BW.T
BL
Pentable
=Plot Driv
er=
SHEET NO
THE STATE OF CALIFORNIA.
LOS ANGELES COUNTY AND OF
THE TAXES OF THE CITIZENS OF
DRAWING HAS BEEN FINANCED BY
THE PREPARATION OF THIS
0
SUBMITTED
APPROVED
PLAN
...\
cadd\
EIR\
C098
0C
112.plg
ADVANCED CONCEPTUAL ENGINEERING
REGIONAL CONNECTOR TRANSIT CORRIDOR
METROPOLITAN TRANSPORTATION AUTHORITYLOS ANGELES COUNTY
C0980
PRELIMINARY
05/04/2011
10TH FLOOR
777 S. FIGUEROA STREET
LOS ANGELES, CA 90017
T 213.312-3100
F 213.312-3114
R1 TRACK PROFILE
170
175
180
185
190
195
200
205
210
215
220
225
230
235
240
245
250
255
260
265
270
275
280
285
290
295
300
305
310
315
320
325
330
335
340
345
PLAZACITYCORPEXISTING
APPROX
AT 245.0
FOUNDATION
OF
BOTTOM
1" = 20’
20’ 40’
TC-101
16
(TYP.)
SUPPORT
EXCAVATION
TEMPORARY
(TYP.)
WALKWAY
BEDROCK
APPROX.
PL
0
7’-7"
WATER LEVEL 270.8 APPROX
B
20’
16FT-2�
TN
GRADE
FINISH
TC-101
FLOWER/6TH STREET
FLOWER/5TH STREET
48’-7"
RELOCATEDTO BEEX. 72" SD
T/R
CL
TRACKPOCKET
CROSS SECTION
5FT-0T
N
(TYP.)1FT-0TN
12’-6"
BACKFILL
FLOWER/5TH STREET
DECKING
TEMPORARY
STRUCTURE
TRACKWAY
STREETFLOWER
56FT-5TN
30FT-5TN
16’-5"
SECTION - STA R 15+50
5FT-0T
N
(TYP.)4FT-0TN
51’-5"
FANS
BOOSTER
LP
APPROX
AT 275.0
FOUNDATION
OF
BOTTOM
12FT-9�TN
HOTELBONAVENTUREEXISTING
BEDROCK
APPROX.
L (BEYOND)P
GRADE
FINISH
(TYP.)
WALKWAY
(TYP.)
SUPPORT
EXCAVATION
TEMPORARY
WATER LEVEL 270.8 APPROX
ATC-101
CK
CK
T/R
25FT-4�
TN
16FT-0T
N
STRUCTURETRACKWAY
VARIES
VARIES
5FT-0T
N
1FT-0TN
5FT-0T
N
BACKFILL
FLOWER/6TH STREET
SECTION - STA R 6+70
STREETFLOWER
DECKING
TEMPORARY
(TYP.)4FT-0TN
27FT-4�
TN
L (BEYOND)P
190
195
200
205
210
215
220
225
230
235
240
245
250
255
260
265
270
275
280
285
290
295
300
305
310
315
320
325
330
335
340
345
180
185
175
170
REV
0
CONTRACT NO
DRAWING NO
SCALE
SHEET NO
SUBMITTED
APPROVED
ADVANCED CONCEPTUAL ENGINEERING
REGIONAL CONNECTOR TRANSIT CORRIDOR DESIGNED BY
DRAWN BY
CHECKED BY
IN CHARGE
DATE
DESCRIPTIONEXPIRES SEAL HOLDERREG NODATE BY APPREV
4/2
9/2
011
11:2
5:1
5
AM
US
ER
=Al-
Mashat
mM
TA_
HA
LF_
BW
_P
DF.pltcfg
MT
A_
H_
BW.T
BL
Pentable
=Plot Driv
er=
THE STATE OF CALIFORNIA.
LOS ANGELES COUNTY AND OF
THE TAXES OF THE CITIZENS OF
DRAWING HAS BEEN FINANCED BY
THE PREPARATION OF THIS
...\
cadd\
EIR\
C098
0T
C101.plg
C0980
METROPOLITAN TRANSPORTATION AUTHORITYLOS ANGELES COUNTY
10TH FLOOR
777 S. FIGUEROA STREET
LOS ANGELES, CA 90017
T 213.312-3100
F 213.312-3114
05/04/2011
PRELIMINARY
AT 353.0 APPROX
FUTURE BOTTOM OF FOUNDATION
AT 260.0 APPROX
TOP OF ROCK
AT 278.0 APPROX
BOTTOM OF FOUNDATION
RCB SD TO REMAIN
EXISTING 11’-6" X 13’
AT 263.0 APPROX
BOTTOM OF FOUNDATION
SURFACE
EXISTING GROUND
OUTSIDE BUILDING LINE
SUPPORT AND DRAINAGE SYSTEM 2’
EXISTING EXCAVATION
AT 311.3 APPROX
TOP OF PAVEMENT
2ND STREET CROSSOVER STRUCTURE
T/R 201.76
AT TOP OF ROCK
EXISTING GROUND SURFACE
T/R 249.57
BEYOND
2ND STREET BORED TUNNEL
EXISTING 2ND STREET TUNNEL
WALKWAY (TYP)
2ND AT LAPDUNDER BROAD MUSEUM
REV
0
CONTRACT NO
DRAWING NO
SCALE
SHEET NO
40’
17
20’020’
SUBMITTED
APPROVED
ADVANCED CONCEPTUAL ENGINEERING
REGIONAL CONNECTOR TRANSIT CORRIDOR DESIGNED BY
DRAWN BY
CHECKED BY
IN CHARGE
DATE
DESCRIPTIONSEAL HOLDEREXPIRESREG NOAPPREV DATE BY
4/2
9/2
011
11:2
5:1
6
AM
US
ER
=Al-
Mashat
mM
TA_
HA
LF_
BW
_P
DF.pltcfg
MT
A_
H_
BW.T
BL
Pentable
=Plot Driv
er=
THE STATE OF CALIFORNIA.
LOS ANGELES COUNTY AND OF
THE TAXES OF THE CITIZENS OF
DRAWING HAS BEEN FINANCED BY
THE PREPARATION OF THIS
...\
cadd\
EIR\
C098
0T
C102.plg
C0980
1" = 20’
TC-102
CROSS SECTION UNDER BROAD MUSEUM
2ND AT LAPD
METROPOLITAN TRANSPORTATION AUTHORITYLOS ANGELES COUNTY
10TH FLOOR
777 S. FIGUEROA STREET
LOS ANGELES, CA 90017
T 213.312-3100
F 213.312-3114
05/04/2011
FA
JC
PRELIMINARY
365
370
375
380
340
345
350
355
360
290
295
300
305
310
315
320
325
330
335
245
250
255
260
265
270
275
280
285
SECTION - STA R 34+60
CTC-102
SECTION - STA R 55+40
DTC-102
WATER LEVEL 285.0 APPROX
330
325
320
315
310
305
300
295
290
285
280
275
270
265
260
255
250
245
240
235
230
225
220
215
210
205
200
195
38.48’
30.00’
62.00’
41.0
0’
21’
BASEMENTEXISTING LAPD
EXISTING COMMERCIAL BUILDING
255.44 APPROX
WATER LEVEL 265.0 APPROX
PL
FUTURE DEVELOPMENT
LP
PL
AT 272.0 APPROX
BOTTOM OF FOUNDATION
EXISTING GROUND SURFACE
EXISTING GROUND SURFACE
AT 229.5 APPROX
BOTTOM OF FOUNDATION
AT 254.58 APPROX
EXISTING 11’-6" X 13’ RCB SD
T/R 253.38
T/R 204.29
305
310
315
320
310
315
320
14.00’
36.00
22’
285
290
295
300
285
290
295
300
305
235
240
245
250
255
260
265
270
275
280
235
240
245
250
255
260
265
270
275
280
190
195
200
205
210
215
220
225
230
200
205
210
215
220
225
230
30.00’
BUILDING
COMMERCIAL
EXISTING
PL
X
X
PL
TO EAST LA
EXISTING GOLD LINE
TO PASADENA
EXISTING GOLD LINE
X
X
PL PL
WATER LEVEL 262.0 APPROX
BUILDING
CALTRANS
EXISTING
EXISTING VIBIANA’S - EAST PORTION
EXISTING VIBIANA’S
WATER LEVEL 220.0 APPROX
2ND AT VIBIANA’S PORTAL ON 1ST STREET
REV
0
18
CONTRACT NO
DRAWING NO
SCALE
SHEET NO
20’ 40’020’
SUBMITTED
APPROVED
ADVANCED CONCEPTUAL ENGINEERING
REGIONAL CONNECTOR TRANSIT CORRIDOR DESIGNED BY
DRAWN BY
CHECKED BY
IN CHARGE
DATE
DESCRIPTIONEXPIRES SEAL HOLDERREG NODATE BY APPREV
4/2
9/2
011
11:2
5:1
6
AM
US
ER
=Al-
Mashat
mM
TA_
HA
LF_
BW
_P
DF.pltcfg
MT
A_
H_
BW.T
BL
Pentable
=Plot Driv
er=
THE STATE OF CALIFORNIA.
LOS ANGELES COUNTY AND OF
THE TAXES OF THE CITIZENS OF
DRAWING HAS BEEN FINANCED BY
THE PREPARATION OF THIS
...\
cadd\
EIR\
C098
0T
C103.plg
C0980
TC-103
1" = 20’ 2ND AT VIBIANAS
PORTAL ON 1ST STREET
CROSS SECTION
METROPOLITAN TRANSPORTATION AUTHORITYLOS ANGELES COUNTY
10TH FLOOR
777 S. FIGUEROA STREET
LOS ANGELES, CA 90017
T 213.312-3100
F 213.312-3114
05/04/2011
JC
FA
PRELIMINARY
AT 265.0 APPROX
BOTTOM OF FOUNDATION
AT 210.0 APPROX
TOP OF ROCK
STRUCTURE
1ST ST PORTAL
AT 260.0 APPROX
TOP OF ROCK
SECTION - STA R 58+90
ETC-103
SECTION - STA R 84+10
FTC-103
21’
CUT AND COVER
SG-001
CONSTRUCTION AREA PLAN STRUCTURE
1" = 50’
19
LM
MA
0 50’ 100’50’
DE
NSE T
REES
DE
NSE T
REES
DE
NSE T
REES
DE
NSE T
REES
DE
NSE T
REES
GR
OU
ND
NOT
VISI
BLE
GROUND NOT VISIBLE
PO
OL
PO
OL
TREES
DENSE
TREES
DENSE
UTILIT
Y
MIS
C.
280
280
280
280
275
290
295
295
290
285
295
285
290
290
295
300
295
290
290
305
315
284.6
280.2
280.5
278.6
282.4
284.6
285.8
286.5
286.5
287.7
288.6
292.7
294.5
296.4
298.5
296.6
289.4
288.4
286.8
282.7
281.4
279.4
282.6
287.2
283.7
286.9
287.4
287.7 287.9
288.4
288.8
288.1
287.7
296.5
296.7
296.7
288.6
288.6
288.6
297.5
293.7
292.6
289.4
298.7
296.6
293.6
291.4
290.7
289.7
289.2
289.8
290.2
290.4
293.6
297.6
302.6
304.4
291.3
291.4
290.4
290.1
290.1
290.3
290.2
289.9
292.6
293.6
295.5
297.3
299.5
300.6
302.5
306.6
309.9
310.5
306.7
308.5
PATI
O
ARE
A
PATI
O
ARE
A
GROUND NOT VISIBLE
GROUND NOT VISIBLE
ELEVATED WALKWAY
EL
EV
AT
ED
WA
LK
WA
Y
ELEVATED WALKWAY
EL
EV
AT
ED
WA
LK
WA
Y
285
285
285
290
295
295
290
290
295
300
310
310
305
10+00 15+00 20+00
10+00 15+00 20+00
(OV
ERP
ASS
AB
OV
E)
W
4T
H ST
COMPLEX
BONAVENTURE HOTEL
PLAZA
CITYCORP
W
5T
H ST
W
6T
H ST
S FLOWER ST
AREA LIMITS (TYP)CONSTRUCTION
STATION7TH/METRO JOIN EXIST
OVER EXCAVATIONDECK ROADWAY
EASEMENTCONSTRUCTIONTEMPORARY
TEMPORARY CONSTRUCTION EASEMENT
TUNNELSEND BORED
CUT AND COVER TEMPORARY DECK
EXCAVATION SUPPORT OF
EXCAVATION SUPPORT OF
PLAZA
CITY NATIONAL
CLUB
CALIFORNIA
CENTRAL LIBRARY
LOS ANGELES
CONSTRUCTION AREA LIMITS
REV
CONTRACT NO
DRAWING NO
SCALE
DESIGNED BY
DRAWN BY
CHECKED BY
IN CHARGE
DATE
DESCRIPTIONREV DATE BY EXPIRESREG NOAPP SEAL HOLDER
9/1/2
011
6:0
1:1
2
PM
US
ER
=Al-
Mashat
mM
TA_
HA
LF_
BW
_P
DF.pltcfg
MT
A_
H_
BW.T
BL
Pentable
=Plot Driv
er=
SHEET NO
THE STATE OF CALIFORNIA.
LOS ANGELES COUNTY AND OF
THE TAXES OF THE CITIZENS OF
DRAWING HAS BEEN FINANCED BY
THE PREPARATION OF THIS
0
SUBMITTED
APPROVED
...\
cadd\
EIR\
C098
0S
G001.plg
ADVANCED CONCEPTUAL ENGINEERING
REGIONAL CONNECTOR TRANSIT CORRIDOR
METROPOLITAN TRANSPORTATION AUTHORITYLOS ANGELES COUNTY
C0980
PRELIMINARY
05/04/2011
10TH FLOOR
777 S. FIGUEROA STREET
LOS ANGELES, CA 90017
T 213.312-3100
F 213.312-3114
TBM
CONSTRUCTION AREA PLAN
STATION SITE
PR
MA
2ND/HOPE STREET
SG-002
1" = 50’
20
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
SPA
POOL
POOL
ELE
VATE
D
WAL
KW
AY
116485794.6571842081.797384.969
156484912.4811842362.987316.655
COURT
ROOFTOP TENNIS
TREES
DENSE
ELE
VATE
D
WAL
KW
AY
TREES
DENSE
TREES
DENSE
TREES
DENSE
TREES
DENSE
TREES
DENSE
TREES
DENSE
UTILITY
MISC.
TREES
DENSE
315
315
315
315
315
320
325
320
325
330
335
340
345
350
355
360
365
330
335
340
345
350
365
340
350
355
365
355
370
375
380
385
365
370
375
380
370
375
380 3
85
370
375
380
360
355
385
385
380
375
370
365
360
312.5
313.5
314.8
315.6
315.6
314.6
313.8
313.8
362.8
316.2
316.3
316.3
316.7
317.2
315.5
366.5
365.9
364.4
363.5
362.9
363.2360.6
357.6
352.6
318.3
318.4
321.5
362.7
341.9
368.5
351.3
363.3
362.6
363.5
363.8
364.5
365.5
364.6
363.5
362.5
361.6
360.3
361.6
363.4
366.5
365.7
343.4
342.4341.5340.4
347.7
351.4
372.6
377.5
358.1
358.5
354.1
341.5
387.4
366.4
366.5
368.6
386.5
386.9
386.6
386.3
386.4
386.1
386.3
386.7
385.8
382.7
377.5
372.7
362.4
360.4
359.3
359.5
360.4
361.4
358.3
357.5
361.5
360.5
359.5
358.4
357.5
356.4
363.2
363.7
362.5
361.5
360.5
359.5
358.5
357.5
356.5
384.7
384.7
385.3
385.2
385.2
385.8
385.8
385.9
359.3
PARKING
ROOFTOP
COURT
TENNIS
COURT
TENNIS
GR
OU
ND
NOT
VISIBLE
365
355
360
345
360
360
350
360
385
365
360
385
385
25+0
0
30+00
35+00
40+00
25+0
0
30+00
35+00
40+00
LO
ADIN
G
AR
EA
STORAGEFUEL
STORAG
E
MIS
C
0 50’ 100’50’
AREA
WHEE
L W
ASH
TRUCK EN
TER
TO FW
Y
BRIDGE UNDER PINNINGABUTMENT FOR 2ND PLACECONSTRUCT TEMPORARY
OVER EXCAVATIONDECK RDWY
CONVEYORTRANSFERSPOIL
W 3RD ST
S FL
OWER ST
CONC
ERT HALL
WALT DISNEY
KOSCIUSZKO
W
Y
W
GEN THADDEUS
MUSIC
SCHO
OL O
F
COLBURN
(TYP)AREA LIMITSCONSTRUCTION
TUNNELSBORED
TUNNELSBORED
CONSTRUCTION STAGING SITE
CUT AND COVER TEMPORARY DECK
S
HOPE ST
S HOPE
ST
W 2ND ST
UPPER LE
VEL
S GRAN
D AV
AREASPOIL STORAGE
PLA
NT
EXISTIN
G CEN
TRAL
EXCAVATION SUPPORT OF
ELEV 265TOP OF SOE EXCAVATION SUPPORT OF
CONSTRUC
TION TRAILERS
REV
CONTRACT NO
DRAWING NO
SCALE
DESIGNED BY
DRAWN BY
CHECKED BY
IN CHARGE
DATE
DESCRIPTIONREV DATE BY EXPIRESREG NOAPP SEAL HOLDER
4/2
9/2
011
11:2
5:1
9
AM
US
ER
=Al-
Mashat
mM
TA_
HA
LF_
BW
_P
DF.pltcfg
MT
A_
H_
BW.T
BL
Pentable
=Plot Driv
er=
SHEET NO
THE STATE OF CALIFORNIA.
LOS ANGELES COUNTY AND OF
THE TAXES OF THE CITIZENS OF
DRAWING HAS BEEN FINANCED BY
THE PREPARATION OF THIS
0
SUBMITTED
APPROVED
...\
cadd\
EIR\
C098
0S
G002.plg
ADVANCED CONCEPTUAL ENGINEERING
REGIONAL CONNECTOR TRANSIT CORRIDOR
METROPOLITAN TRANSPORTATION AUTHORITYLOS ANGELES COUNTY
C0980
PRELIMINARY
05/04/2011
10TH FLOOR
777 S. FIGUEROA STREET
LOS ANGELES, CA 90017
T 213.312-3100
F 213.312-3114
TBM
CRANE
STORAG
E
2ND/BROADWAY
SG-003
CONSTRUCTION AREA PLAN
STATION SITE
1" = 50’
21
LM
MA
DE
NSE TREES
DE
NSE TREES
DE
NSE TREES
DE
NSE TREES
NOT
VISIBLE
GR
OU
ND
315
325
340
305
305
300
295
290
300 290
310
315
310
300
290
285
285
2953
00
305
290
285
285
285
285
280
308.2
307.7
315.5
312.2
313.5
315.4
318.5
316.5
314.6
312.5
310.6
309.4
292.6
295.3
295.2
289.8
288.4
289.4
302.5
301.6
300.8
298.5
296.5
295.4
294.4
292.6
291.5
290.2
290.3
291.7
290.6
289.6
288.7
288.4
291.6
293.5
296.6
301.7
306.5
306.5
305.5
305.4
304.6
303.6
302.9
298.5
296.7
295.5
288.3
288.8
288.3
288.2
287.1
287.8
288.3
286.7
287.2
288.1
286.8
287.9
286.3
285.7
285.1
287.9
287.2
287.7
287.7
287.2
287.2
286.6
285.3
285.4
288.2
287.7
286.7
285.7
285.3
284.9
284.3
283.9
283.4
283.1
287.2
287.8
285.4
286.1
285.9
284.2 2
83.2
283.6
282.4
284.4
283.7
282.8
283.8
283.5
283.3
282.9
282.2
282.2
282.1
281.9
283.5 2
82.3
283.3
283.2 2
82.2
283.1
282.8
282.2
282.1
281.5
279.5
281.4
281.3
278.6
278.5
CO
URTS
RO
OFT
OP TE
NNIS
PAR
KI
NG
RO
OFT
OP
PAR
KI
NG
RO
OFT
OP
315
295
295
295
295
290
290
290
280
45+00 50+00 55+00
45+0050+00 55+00 60+00
0 50’ 100’50’
ENTRY PLAZA2ND STREET/BROADWAY STATION
BORED TUNNELS BORED TUNNELS
(TYP)AREA LIMITSCONSTRUCTION
S
HIL
L ST
LAW BLDG
LOS ANGELES
BR
OA
DW
AY
PARKING STRUCTURE
LA TIMES
LA TIMES
COMMERCIAL
EXISTING
LAPD
BLDG
CALTRANS
MAIN ST
EASEMENT AREACONSTRUCTION TEMPORARY
OVER EXCAVATIONDECK ROADWAY
CUT AND COVER TEMPORARY DECK
CONSTRUCTION STAGING SITE
VIBIANA’S
HIGGINS BLDG
BLDG
KAWADA HOTEL
SP
RIN
G ST
E 2ND ST E 2ND ST
EXCAVATION SUPPORT OF
EXCAVATION
SUPPORT OF
REV
CONTRACT NO
DRAWING NO
SCALE
DESIGNED BY
DRAWN BY
CHECKED BY
IN CHARGE
DATE
DESCRIPTIONREV DATE BY EXPIRESREG NOAPP SEAL HOLDER
4/2
9/2
011
12:4
6:5
5
PM
US
ER
=Al-
Mashat
mM
TA_
HA
LF_
BW
_P
DF.pltcfg
MT
A_
H_
BW.T
BL
Pentable
=Plot Driv
er=
SHEET NO
THE STATE OF CALIFORNIA.
LOS ANGELES COUNTY AND OF
THE TAXES OF THE CITIZENS OF
DRAWING HAS BEEN FINANCED BY
THE PREPARATION OF THIS
0
SUBMITTED
APPROVED
...\
cadd\
EIR\
C098
0S
G003.plg
ADVANCED CONCEPTUAL ENGINEERING
REGIONAL CONNECTOR TRANSIT CORRIDOR
METROPOLITAN TRANSPORTATION AUTHORITYLOS ANGELES COUNTY
C0980
PRELIMINARY
05/04/2011
10TH FLOOR
777 S. FIGUEROA STREET
LOS ANGELES, CA 90017
T 213.312-3100
F 213.312-3114
