city of san carlos city of redwood city · r e d w o o d c i t y c i t y o f prototype c quad gate...
TRANSCRIPT
15'
3' OCS FOUNDATION WIDTH
2' WALKWAY (TYP)
VEGETATION CLEARANCE/ESZ10.75'VEGETATION CLEARANCE/ESZ 10.75'
FG
6'6'10' 10'
PARTY UTILITIES (TYP)5' CORRIDOR FOR 3RD CABLE DUCT
AT-GRADE 2 TRACK
ROW
PROPOSED
TCE
POSSIBLE
IF
TCE
POSSIBLE
IF
ROW FENCE (TYP)
PROPOSED
ROW
PROPOSED
OG
•
POLE
OCS
•
POLE
OCS
1.5'
•
B2
•
B1
CONSTRUCTION
NOT FOR
USE ONLY
FOR INTERNAL
SUBMITTAL
DRAFT PEPD
Oakland, CA 94607
9th Floor
1111 Broadway
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
CONTRACT NO.
CALIFORNIA HIGH-SPEED TRAIN PROJECT CALIFORNIA HIGH-SPEED TRAIN PROJECT
syari
3/29/2017
5:05:45
PM
CA
HS
RP.tbl
cvd_pdf_b
w.pltcfg
c:\caddlib\p
w\syari\46037_cahsr\d
ms17856\
FJ-
RP-
TT-
D1015.dgn
PLAN
SCALE: 1"=200'
PROFILE
SCALE: 1"=200' HOR, 1"=100' VERT
0100 100 200
1"=200' HOR
050 50 100
1"=100' VERT
NOTES:
ABANDON.
OVERHEAD CONTACT SYSTEM PLAN TO BE ASSUMED
ALL EXISTING FIBER OPTIC IN ELECTRIFICATION 3.
OVERHEAD CONTACT SYSTEM.
BE TAKEN CARE BY PCJPB ELECTRIFICATION
OVERHEAD ELECTRICAL ALONG EXISTING TRACK WILL 2.
1. FOR B2 TRACK DATA, SEE ALIGNMENT DATA REPORT.
B1259
+64.24
BV
C
EL
EV 39.51
B1261
+14.24
PVI
EL
EV 40.00
B1262
+64.24
EV
C
EL
EV 39.61
B1265
+99.24
BV
C
EL
EV 38.73
B1267
+64.24
PVI
EL
EV 38.30
B1269
+29.24
EV
C
EL
EV 36.86
B1273
+90.64
BV
C
EL
EV 32.83
B1275
+00.64
PVI
EL
EV 31.87
B1276
+10.64
EV
C
EL
EV 31.34
B1281
+39.84
BV
C
EL
EV 28.77
B1282
+39.84
PVI
EL
EV 28.29
B1283
+39.84
EV
C
EL
EV 28.11
B1296
+73.87
BV
C
EL
EV 25.73
B1298
+23.87
PVI
EL
EV 25.46
B1299
+73.87
EV
C
EL
EV 25.02
B1329
+97.44
BV
C
EL
EV 16.18
B1330
+97.44
PVI
EL
EV 15.89
B1331
+97.44
EV
C
EL
EV 15.97
VC=300.00' VC=330.00'VC=220.00'
VC=200.00' VC=300.00'VC=200.00'
-0.262%
L=335.00' -0.873%
L=461.40' -0.484%
L=529.20' -0.179%
L=1334.03' -0.292%
L=3023.57' 0.077%
L=3286.80'
HO
WA
RD
AV
EN
UE
AV
EN
UE
WHIP
PL
E
AV
EN
UE
BR
EW
ST
ER
ST
RE
ET
BR
OA
DW
AY
AV
EN
UE
JE
FF
ER
SO
N
TRACK C (APPROX)
OG ALONG B2
L
B2 TOR PROFILE
B1339
+66
BE
GI
N (E) P
LA
TF
OR
M
EN
D (E) P
LA
TF
OR
M
B1333
+58
(E) REDWOOD CITY STATION PLATFORM (608 FT)
BALLASTED TRACK ON AT-GRADE
STOP
STOP
PEDPED
PED
XINGXING
STOP
STOP
DRIVETHRU
THRUDRIVE THRU
DRIVE
AHEAD
XING PED
STOP
STOP
STOP
XINGXING
PEDPED
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
PED
AHEAD
STOP
STOPP
STOP
STOP
AHEAD
XING PED
STOP
STOP
PED XING AHEAD
STOP
STOP
STOP
STOPSTOPSTOP
STOP
STOP
STOPSTOP
LANE
BIKE
PEDPED
PED XINGXING
PEDXING PE
DXING
PED XING
PED XING
PED XING
3535
35
EXIT
EXIT
STOP
STOP
STOP
STOP
STOP
STOP STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
PEDPEDXIN
GXIN
G
XINGXINGPED
PED
LANE
BIKE
BIKELANE
LANE
BIKE
LANE
BIKE
BIKE LANE
BIKE LANE
STOP
LANE BIKE
BIKE
LANE
BIKE
ENTRANCE
STOP
PED PED
XING XING
STOP
XING XING
PED
PEDPED
XING XING
BIKELANE
LANE BIKE
BIKE LANE
LANE
STOP
STOP
STOP
SLOWSCHOOLXING
STOP
STOP
STOP
STOP
STOP
STOP
CLEARCLEAR
KEEPKEEP
PED
BRDWYBRDWY
BRDWY
BRDWY
STOP
PED
PED
PED
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP STOP
STOP
STOP
AUTO
S
DO NOT ENTER
STOP
STOPSTOP
STOP
STOP
STOP
STOPSTOP
STOP
STOP
STOP
STOP
STOP
DO NOT
ENTER
PED
STOP
PED
STOP
STOP
STOP
PED
STOPSTOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
AV
EN
UE
GR
EE
NW
OO
D
GR
EE
NW
OO
D
AV
EN
UE
HO
WA
RD
AV
EN
UE
OLD COUNTY ROAD
BE
LM
ON
T
AV
EN
UE
AM
ERIC
AN
ST
RE
ET
CE
NT
ER
ST
RE
ET
EL CAMINO REAL
OA
K
WA
Y
WA
SHI
NG
TO
N
ST
RE
ET
VA
RI
AN
ST
RE
ET
BI
NG
ST
RE
ET
OLD COUNTY ROAD
FR
AN
CIS
WA
Y
F
ST
RE
ET
E
ST
RE
ET
D
ST
RE
ET
C
ST
RE
ET
STAFFORD STREET
B
ST
RE
ET
A
ST
RE
ET
AV
EN
UE
CL
AR
EM
ON
T
EL CAMINO REAL
WHIP
PL
E
AV
EN
UE
ARGUELLO AVENUE
HO
PKI
NS
AV
EN
UE
AL
DE
N
ST
RE
ET
BR
EW
ST
ER
AV
EN
UE
PERRY STREET
BR
AD
FO
RD
ST
RE
ET
MA
RS
HA
LL
ST
RE
ET W
INSL
OW STREET
BR
OA
DW
AY
MIDDLEFIELD ROAD
JE
FF
ER
SO
N
AV
EN
UE
AV
EN
UE
CE
NT
RA
L
AV
EN
UE
FI
NG
ER A
VE
NU
E
EA
TO
N
SA
N
CA
RL
OS
CIT
Y
OF
RE
DW
OO
D
CIT
Y
CIT
Y
OF
PROTOTYPE C
QUAD GATE
PROTOTYPE D
QUAD GATE
PROTOTYPE D
QUAD GATE(E) PCJPB ROW
PROP TCE
PROP ROW
PROP TCE
PROP ROW
(E) PCJPB ROW
STORM DRAIN
2'x6' BOX CULVERT
WATER LINE
36" ALAMEDA PIPE LINE
WATER LINE
W/ 33" CASING
20" CCP
SS LINE
W/ 18" STEEL CASING
10" SEWER
WATER LINE
8" CAST IRON
WATER LINE
W/ 33" CASING
8" CAST IRON
WATER LINE
24" CL&CSP
WATER LINE
8" CAST IRON
WATER LINE
12" CAST IRON
WATER LINE
W/ 18" STEEL CASING
12" PVC
ABANDON
B1260+00
B1265+00
B1270+00
B1275+00
B1280+00
B1285+00
B1290+00 B1295+00B1300+00
B1305+00
B1310+00
B1315+00
B1320+00
B1325+00
B1330+00
B1335+00
B1340+00
B1345+00
B1350+00
B1271
+52.75
PI
B1283
+34.47
TS
B1286
+34.47
SC
B1298
+02.61
CS
B1301
+02.61
ST
B1309
+45.83
PI
B1326
+37.36
PI
B1338
+41.67
PI
B2 CL
B1 CL
C154
STATION
(E) REDWOOD CITY
ALTERNATE 2
(40'X25')
SITE - FJ6
STAND ALONE RADIO
ALTERNATE 1
(40'X25')
SITE - FJ6
STAND ALONE RADIO
EASEMENT
PERMANENT
30' WIDE
AS SHOWN
SAN FRANCISCO TO SAN JOSE SEGMENT
HSR15-34
B1260+00 B1265+00 B1270+00 B1275+00 B1280+00 B1285+00 B1290+00 B1295+00 B1300+00 B1305+00 B1310+00 B1315+00 B1320+00 B1325+00 B1330+00 B1335+00 B1340+00 B1345+00 B1350+00TT-D1015
ALTERNATIVE A
COMPOSITE PLAN, PROFILE AND TYPICAL SECTIONS
STA B1260+00 TO STA B1350+00
MA
TC
H
LI
NE
TT-
D1016
-100
-50
0
50
100
150
200
250
-100
-50
0
50
100
150
200
250
MA
TC
H
LI
NE
TT-
D1016
MA
TC
H
LI
NE
TT-
D1014
MA
TC
H
LI
NE
TT-
D1014
CITY OF SAN CARLOS CITY OF REDWOOD CITY
15'
3' OCS FOUNDATION WIDTH
2' WALKWAY (TYP)
VEGETATION CLEARANCE/ESZ10.75'VEGETATION CLEARANCE/ESZ 10.75'
FG
6'6'10' 10'
PARTY UTILITIES (TYP)5' CORRIDOR FOR 3RD CABLE DUCT
AT-GRADE 2 TRACK
ROW
PROPOSED
TCE
POSSIBLE
IF
TCE
POSSIBLE
IF
ROW FENCE (TYP)
PROPOSED
ROW
PROPOSED
OG
•
POLE
OCS
•
POLE
OCS
1.5'
•
B2
•
B1
CONSTRUCTION
NOT FOR
USE ONLY
FOR INTERNAL
SUBMITTAL
DRAFT PEPD
Oakland, CA 94607
9th Floor
1111 Broadway
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
CONTRACT NO.
CALIFORNIA HIGH-SPEED TRAIN PROJECT CALIFORNIA HIGH-SPEED TRAIN PROJECT
syari
3/29/2017
5:05:52
PM
CA
HS
RP.tbl
cvd_pdf_b
w.pltcfg
c:\caddlib\p
w\syari\46037_cahsr\d
ms17856\
FJ-
RP-
TT-
D1016.dgn
PLAN
SCALE: 1"=200'
PROFILE
SCALE: 1"=200' HOR, 1"=100' VERT
0100 100 200
1"=200' HOR
050 50 100
1"=100' VERT
NOTES:
ABANDON.
OVERHEAD CONTACT SYSTEM PLAN TO BE ASSUMED
ALL EXISTING FIBER OPTIC IN ELECTRIFICATION 3.
OVERHEAD CONTACT SYSTEM.
BE TAKEN CARE BY PCJPB ELECTRIFICATION
OVERHEAD ELECTRICAL ALONG EXISTING TRACK WILL 2.
1. FOR B2 TRACK DATA, SEE ALIGNMENT DATA REPORT.
23'-3"
VE
RT
CL
R
15'-6"
VE
RT
CL
R
B1364
+84.24
BV
C
EL
EV 18.49
B1366
+34.24
PVI
EL
EV 18.60
B1367
+84.24
EV
C
EL
EV 19.12
B1389
+11.04
BV
C
EL
EV 26.53
B1390
+11.04
PVI
EL
EV 26.88
B1391
+11.04
EV
C
EL
EV 27.19
B1410
+63.04
BV
C
EL
EV 33.24
B1411
+63.04
PVI
EL
EV 33.55
B1412
+63.04
EV
C
EL
EV 34.02
B1422
+90.24
BV
C
EL
EV 38.88
B1423
+90.24
PVI
EL
EV 39.35
B1424
+90.24
EV
C
EL
EV 39.72
B1438
+64.24
BV
C
EL
EV 44.81
B1439
+14.24
PVI
EL
EV 45.00
B1439
+64.24
EV
C
EL
EV 45.24
VC=300.00'VC=200.00'
VC=200.00'VC=200.00'
VC=100.00'
L=3286.80'
0.348%
L=2126.80'
0.310%
L=1952.00'
0.473%
L=1027.20'
0.371%
L=1374.00'
MA
PL
E
ST
RE
ET
MAI
N
ST
RE
ET
FIF
TH
AV
EN
UE
HI
GH
WA
Y 84
ST
AT
E
AV
EN
UE
DU
MB
AR
TO
N
TRACK C (APPROX)
OG ALONG B2
L
B2 TOR PROFILE
BALLASTED TRACK ON AT-GRADE
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
MAIN
STOP STOP
STOP
STOP
YIELD
STOP
STO
P
STOP ONLY
STOP
PED
STOP
PED
PED
STOP
STOP
PED
STOP
STOP
PED
STOP
STOP
ONE
WAY
STOP
STOP
STOP STOP
STOP
STOP
THRU DRIVE
STOP
STOP
STOP
STOP
STOP
STOP
STOP
AHEAD
AHEAD
STOPSTOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOPSTOP
STOP
STOP
STOP
STOP
STOPSTOP
STOP
PED
PED
STOP
STOP STOPSTOP
PED
PED
PED
PED
STOP
MO
NR
OE S
TR
EE
T
MAIN STREET
MAP
LE S
TR
EE
T EL
M S
TR
EE
T
HELLER STREET
BE
EC
H
ST
RE
ET
CE
DA
R
ST
RE
ET
CH
ES
TN
UT
ST
RE
ET
PI
NE
ST
RE
ET
BU
CK
EY
E
ST
RE
ET
SP
RU
CE
ST
RE
ET
ST
AT
E
HI
GH
WA
Y 84
LA
UR
EL
ST
RE
ET
SHASTA STREET
WIL
LO
W
ST
RE
ET
CH
AR
TE
R
ST
RE
ET
NO
TTI
NG
HA
M
AV
EN
UE
WESTMORELAND AVENUE
BU
CKI
NG
HA
M
AV
EN
UE
PA
CIFIC
AV
EN
UE
DU
MB
AR
TO
N
AV
EN
UE
WESTSIDE AVENUE
1S
T
AV
EN
UE
BE
RK
SHIR
E
AV
EN
UE
GLENDALE AVENUE
2N
D
AV
EN
UE
WILLIAM AVENUE
3R
D
AV
EN
UE
AV
ED
EX
TE
R
AV
EC
OL
UM
BI
A
4T
H
AV
EN
UE
5T
H
AV
EN
UE
ARROWHEAD LANE
AM
HE
RS
T
AV
EN
UE
LO
YO
LA
AV
EN
UE
GLENDALE AVENUE
MA
RK
HA
M
AV
EN
UE
REDWOOD CITY
CITY OFAREAUNINCORPORATED
PROTOTYPE E
QUAD GATE
PROTOTYPE E
QUAD GATE
PROTOTYPE B
QUAD GATE
(E) PCJPB ROW
PROP TCE
PROP TCE
(E) PCJPB ROW
WATER LINE
36" ALAMEDA PIPE LINE
WATER LINE
60" STEEL PIPE
WATER LINE
66" STEEL PIPE
WATER LINE
W/ 72" STEEL PLATE CASING
60" STEEL PIPE
WATER LINE
8" ACP
SS LINE
8" VCP
SS LINE
27" VCP
WATER LINE
6" CAST IRON
WATER LINE
16" DUCTILE IRON
SS LINE
8" VCP
WATER LINE
8" CAST IRON
WATER LINE
16" CAST IRON
B1350+00 B1355+00 B1360+00 B1365+00 B1370+00 B1375+00 B1380+00 B1385+00 B1390+00 B1395+00 B1400+00 B1405+00 B1410+00 B1415+00 B1420+00 B1425+00 B1430+00 B1435+00 B1440+00
B1367
+95.34
PI
B1415
+91.37
PI
B1426
+43.67
PI
B1432
+70.86
PI
B1437
+70.75
TS
B1438
+50.75
SC
B1439
+61.13
CS
B1440
+41.13
STB2 CL
B1 CL
C155
BE
GI
N
TR
AC
K
SHIF
T
TO REMAIN
(E) TRACK
TO REMAIN
(E) TRACK
TO REMAIN
(E) TRACKSTO REMAIN
(E) TRACKS
TO REMAIN
(E) TRACKS
TO REMAIN
(E) TRACK
TO REMAIN
(E) #20 XOVER
TO REMAIN
(E) #14 TO
TO REMAIN
(E) #14 TO
TO REMAIN
(E) #14 TO
TO REMAIN
(E) #20 XOVER
AS SHOWN
SAN FRANCISCO TO SAN JOSE SEGMENT
HSR15-34
B1350+00 B1355+00 B1360+00 B1365+00 B1370+00 B1375+00 B1380+00 B1385+00 B1390+00 B1395+00 B1400+00 B1405+00 B1410+00 B1415+00 B1420+00 B1425+00 B1430+00 B1435+00 B1440+00TT-D1016
ALTERNATIVE A
COMPOSITE PLAN, PROFILE AND TYPICAL SECTIONS
STA B1350+00 TO STA B1440+00
MA
TC
H
LI
NE
TT-
D1017
MA
TC
H
LI
NE
TT-
D1017
MA
TC
H
LI
NE
TT-
D1015
MA
TC
H
LI
NE
TT-
D1015
-100
-50
0
50
100
150
200
250
-100
-50
0
50
100
150
200
250
MA
TC
H
LI
NE
TT-
D1015
CITY OF REDWOOD CITY UNINCORPORATED AREA
15'
3' OCS FOUNDATION WIDTH
2' WALKWAY (TYP)
VEGETATION CLEARANCE/ESZ10.75'VEGETATION CLEARANCE/ESZ 10.75'
FG
6'6'10' 10'
PARTY UTILITIES (TYP)5' CORRIDOR FOR 3RD CABLE DUCT
AT-GRADE 2 TRACK
ROW
PROPOSED
TCE
POSSIBLE
IF
TCE
POSSIBLE
IF
ROW FENCE (TYP)
PROPOSED
ROW
PROPOSED
OG
•
POLE
OCS
•
POLE
OCS
1.5'
•
B2
•
B1
CONSTRUCTION
NOT FOR
USE ONLY
FOR INTERNAL
SUBMITTAL
DRAFT PEPD
Oakland, CA 94607
9th Floor
1111 Broadway
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
CONTRACT NO.
CALIFORNIA HIGH-SPEED TRAIN PROJECT CALIFORNIA HIGH-SPEED TRAIN PROJECT
syari
3/29/2017
5:05:58
PM
CA
HS
RP.tbl
cvd_pdf_b
w.pltcfg
c:\caddlib\p
w\syari\46037_cahsr\d
ms17856\
FJ-
RP-
TT-
D1017.dgn
PLAN
SCALE: 1"=200'
PROFILE
SCALE: 1"=200' HOR, 1"=100' VERT
0100 100 200
1"=200' HOR
050 50 100
1"=100' VERT
NOTES:
ABANDON.
OVERHEAD CONTACT SYSTEM PLAN TO BE ASSUMED
ALL EXISTING FIBER OPTIC IN ELECTRIFICATION 3.
OVERHEAD CONTACT SYSTEM.
BE TAKEN CARE BY PCJPB ELECTRIFICATION
OVERHEAD ELECTRICAL ALONG EXISTING TRACK WILL 2.
1. FOR B2 TRACK DATA, SEE ALIGNMENT DATA REPORT.
B1439
+14.24
PVI
EL
EV 45.00
B1439
+64.24
EV
C
EL
EV 45.24
B1469
+14.24
BV
C
EL
EV 59.23
B1470
+14.24
PVI
EL
EV 59.70
B1471
+14.24
EV
C
EL
EV 59.95
B1508
+96.64
BV
C
EL
EV 69.45
B1509
+96.64
PVI
EL
EV 69.70
B1510
+96.64
EV
C
EL
EV 69.66
B1528
+07.44
BV
C
EL
EV 69.04
B1529
+07.44
PVI
EL
EV 69.00
B1530
+07.44
EV
C
EL
EV 69.03
VC=100.00'
VC=200.00'VC=200.00' VC=200.00'
0.474%
L=2950.00'
0.251%
L=3782.40'
-0.037%
L=1710.80'
AV
EN
UE
FAIR
OA
KS
AV
EN
UE
WA
TKI
NS
AV
EN
UE
EN
CI
NA
L
AV
EN
UE
GL
EN
WO
OD
AV
EN
UE
OA
K
GR
OV
E
TRACK C (APPROX)
OG ALONG B2
L
B2 TOR PROFILE
BE
GI
N
PL
AT
FO
RM
B1467
+43
EN
D
PL
AT
FO
RM
B1460
+43
B1521
+77
BE
GI
N (E) P
LA
TF
OR
M
EN
D (E) P
LA
TF
OR
M
B1515
+55
(E) MENLO PARK STATION PLATFORM (622 FT)
ATHERTON STATION PLATFORM (700 FT)
BALLASTED TRACK ON AT-GRADE
AV
EN
UE
RA
VE
NS
WO
OD
STOP
STOP
KEEP
CLEAR
STOP
SLOW PED
XINGS
STOP STOP
SLOW
STOP
STOP
STOP
STOP
STOP
SLOW
STOP
STOP
STOPSTOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
LANE
BIKE
LANE
BIKE
STOP
STOP
KEEP KEEP
CLEAR CLEAR
STOP
XING XING
PED PED
STOP
STOP
STOP
STOP
STOP
STOPSTOP
STOP
PED PED
XING XING
ONLY
STOP
TURN LEFT NO
STOP
STOP
STOP
STOP
STOP
STOP
LO
YO
LA
AV
EN
UE
LLOYDEN DRIVE
FAIR
OA
KS
LA
NE
AS
HFIE
LD
RO
AD
DINKLESPIEL ROAD
MA
PL
E
AV
EN
UE
STATION LANE
WA
LN
UT
AV
EN
UE
WA
TKI
NS
AV
EN
UE
SP
RU
CE
AV
EN
UE
BU
CK
TH
OR
N
WA
Y
FO
RE
ST
WA
Y
STONE PINE LANE
FELTON DRIVE
EN
CI
NA
L
AV
EN
UE
LAUREL PLACE
GARWOOD WAY
MILLS COURT
GL
EN
WO
OD
AV
EN
UE
MILLS STREET
DE
RR
Y
LA
NE
OA
K
GR
OV
E
AV
EN
UE
ALMA STREET
SA
NT
A
CR
UZ
AV
EN
UE
MERRILL STREET
AV
EN
UE
RA
VE
NS
WO
OD
SN
OW
DE
N
AVE
NUE
AREAUNINCORPORATED
ATHERTON
TOWN OF
AT
HE
RT
ON
TO
WN
OF
ME
NL
O
PA
RK
CIT
Y
OF
PROTOTYPE B1
QUAD GATE
PROTOTYPE B
QUAD GATE
PROTOTYPE E
QUAD GATE PROTOTYPE A
QUAD GATE
PROTOTYPE A
QUAD GATE
PROP TCE
(E) PCJPB ROW
(E) PCJPB ROW
PROP TCE
PROP ROW
PROP TCE
PROP TCE
PROP ROW
PROTECT IN PLACE
SEWER LINE
PROTECT IN PLACE
WATER & GAS LINE
AND TELECOMM
RELOCATE ELECTRIC
FR
OM
TO
EXTEND CASING IF NEEDED
PROTECT IN PLACE
B1440+00 B1445+00 B1450+00 B1455+00 B1460+00 B1465+00 B1470+00 B1475+00 B1480+00 B1485+00 B1490+00 B1495+00 B1500+00 B1505+00 B1510+00 B1515+00 B1520+00 B1525+00 B1530+00
B1438
+50.75
SC
B1439
+61.13
CS
B1440
+41.13
ST
B1449
+14.75
TS
B1449
+94.75
SC
B1451
+59.96
CS
B1452
+39.96
ST
B1481
+52.31
TS
B1482
+32.31
SC
B1483
+56.01
CS
B1484
+36.01
ST
B1487
+92.44
TS
B1488
+72.44
SC
B1489
+94.29
CS
B1490
+74.29
ST
B1514
+50.91
PI
B1522
+84.88
PI
B2 CL
B1 CL
ATHERTON STATION
EN
D
PL
AT
FO
RM
B1467
+43
B1460
+43
BE
GI
N
PL
AT
FO
RM
C155 C156
C157 C158
STATION
(E) MENLO PARK
EN
D
TR
AC
K
SHIF
T
BE
GI
N
TR
AC
K
SHIF
T
ALTERNATE 1
(40'X25')
SITE - FJ7
STAND ALONE RADIO
ALTERNATE 2
(40'X25')
SITE - FJ7
STAND ALONE RADIO
AS SHOWN
SAN FRANCISCO TO SAN JOSE SEGMENT
HSR15-34
B1440+00 B1445+00 B1450+00 B1455+00 B1460+00 B1465+00 B1470+00 B1475+00 B1480+00 B1485+00 B1490+00 B1495+00 B1500+00 B1505+00 B1510+00 B1515+00 B1520+00 B1525+00 B1530+00TT-D1017
ALTERNATIVE A
COMPOSITE PLAN, PROFILE AND TYPICAL SECTIONS
STA B1440+00 TO STA B1530+00
-100
-50
0
50
100
150
200
250
-100
-50
0
50
100
150
200
250
MA
TC
H
LI
NE
TT-
D1018
MA
TC
H
LI
NE
TT-
D1016
MA
TC
H
LI
NE
TT-
D1016
MA
TC
H
LI
NE
TT-
D1018
UNINCORPORATED AREA TOWN OF ATHERTON CITY OF MENLO PARK
15'
3' OCS FOUNDATION WIDTH
2' WALKWAY (TYP)
VEGETATION CLEARANCE/ESZ10.75'VEGETATION CLEARANCE/ESZ 10.75'
FG
6'6'10' 10'
PARTY UTILITIES (TYP)5' CORRIDOR FOR 3RD CABLE DUCT
AT-GRADE 2 TRACK
ROW
PROPOSED
TCE
POSSIBLE
IF
TCE
POSSIBLE
IF
ROW FENCE (TYP)
PROPOSED
ROW
PROPOSED
OG
•
POLE
OCS
•
POLE
OCS
1.5'
•
B2
•
B1
CONSTRUCTION
NOT FOR
USE ONLY
FOR INTERNAL
SUBMITTAL
DRAFT PEPD
Oakland, CA 94607
9th Floor
1111 Broadway
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
CONTRACT NO.
CALIFORNIA HIGH-SPEED TRAIN PROJECT CALIFORNIA HIGH-SPEED TRAIN PROJECT
syari
3/29/2017
5:06:05
PM
CA
HS
RP.tbl
cvd_pdf_b
w.pltcfg
c:\caddlib\p
w\syari\46037_cahsr\d
ms17856\
FJ-
RP-
TT-
D1018.dgn
PLAN
SCALE: 1"=200'
PROFILE
SCALE: 1"=200' HOR, 1"=100' VERT
0100 100 200
1"=200' HOR
050 50 100
1"=100' VERT
NOTES:
ABANDON.
OVERHEAD CONTACT SYSTEM PLAN TO BE ASSUMED
ALL EXISTING FIBER OPTIC IN ELECTRIFICATION 3.
OVERHEAD CONTACT SYSTEM.
BE TAKEN CARE BY PCJPB ELECTRIFICATION
OVERHEAD ELECTRICAL ALONG EXISTING TRACK WILL 2.
1. FOR B2 TRACK DATA, SEE ALIGNMENT DATA REPORT.
14'-3"
VE
RT
CL
R
VE
RT
CL
R
13'-10"
B1529
+07.44
PVI
EL
EV 69.00
B1530
+07.44
EV
C
EL
EV 69.03
B1547
+38.84
BV
C
EL
EV 69.55
B1549
+13.84
PVI
EL
EV 69.60
B1550
+88.84
EV
C
EL
EV 70.75
B1559
+08.22
BV
C
EL
EV 76.15
B1562
+58.22
PVI
EL
EV 78.45
B1566
+08.22
EV
C
EL
EV 76.35
B1570
+23.64
BV
C
EL
EV 73.85
B1570
+78.64
PVI
EL
EV 73.52
B1571
+33.64
EV
C
EL
EV 73.28
B1577
+64.24
BV
C
EL
EV 70.49
B1578
+64.24
PVI
EL
EV 70.05
B1579
+64.24
EV
C
EL
EV 69.95
B1589
+51.74
BV
C
EL
EV 68.94
B1591
+94.24
PVI
EL
EV 68.69
B1594
+36.74
EV
C
EL
EV 66.27
B1604
+31.74
BV
C
EL
EV 56.32
B1606
+24.24
PVI
EL
EV 54.40
B1608
+16.74
EV
C
EL
EV 53.85
VC=200.00' VC=350.00'VC=700.00' VC=110.00' VC=200.00' VC=485.00'
VC=385.00'
0.030%
L=1731.40'
0.658%
L=819.38'
-0.601%
L=415.42' -0.442%
L=630.60'
-0.102%
L=987.50' -0.999%
L=995.00'
ST
RE
ET
AL
MA
AV
EN
UE
UNI
VE
RSIT
Y
RO
AD
EM
BA
RC
AD
ER
O
TRACK C (APPROX)
OG ALONG B2
L
B2 TOR PROFILE
B1588
+51
EN
D (E) P
LA
TF
OR
M
B1581
+00
BE
GI
N (E) P
LA
TF
OR
M
B1618
+19
EN
D (E) P
LA
TF
OR
M
BE
GI
N (E) P
LA
TF
OR
M
B1609
+20
(E) STANFORD STADIUM STATION PLATFORM (899 FT)
(E) PALO ALTO STATION PLATFORM (751 FT)
BALLASTED TRACK ON AT-GRADE
STOP
STOP
STOP
STOP
STOPSTOP
STOP
STOPSTOP
STOP
STOP
STOP
STOP
STOP
STOP
STOPSTOP
STOPSTOP
STOP
STOP
STOP
STOP
BUMP
LANE BIK
E
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANEBIKE
STOPSTOP
LANE
BIKE
LANEBIKE
STOP
STOPSTOP
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
STOP
STOP
STOP
STOP
STOP
STOP
ONLY
OKOK
LANE
BIKE
BIKELANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
STOP
BUS
PED
PED
PED
XING PED
ONLY
STOPSTOP
BIKE
STOP
TURNS
NO
STOPSTOP
BIKE
LANE
BICYCLE ONLY MOTORCYCLE ONLY
STOP
STOPSTOP
STOP
STOP
STOPSTOP
STOPSTOP
OKOK
ONLY
PEDPED
XNGX
NG
PEDPED XNG
XNG
ONLY
STOP
STOP
STOPSTOP
ST
OP
STOPSTOP
STOP
STOP
STOP
2525
SLOW
SLOWSLOW
SLOW
SLOW
SLOW
STOP
STOP
PED
XIN
G
PED
XIN
G
PED
PED
AHEAD
STOP
KEEP
CLEAR
KEEP
CLEAR
PED
PED
XIN
G
STOP
25
ONLY
ONLY
LEFT
TURN
STOPSTOP
STOP
STOPSTOP
PED
ONLY
STOP
BIKE
2525
35
35
25
25
ALMA STREET
BU
RG
ES
S
DRI
VE
WA
VE
RL
Y
ST
RE
ET
SH
ER
WO
OD
WA
Y
STATE HIGHWAY 82
WIL
LO
W
RO
AD
ALMA STREET
E. C
RE
EK
DRI
VE
AL
MA STREET
PA
LO
AL
TO
AV
EN
UE H
AW
TH
OR
NE
AV
EN
UE
ALMA STREET
EV
ER
ET
T
AV
EN
UE
LY
TT
ON
AV
EN
UE
MITCHELL LANE
UNI
VE
RSIT
Y
AV
EN
UE
FO
RE
ST
AV
EN
UE
HO
ME
R
AV
EN
UE
EN
CIN
A
AV
EN
UE
ALMA STREET
LI
NC
OL
N
AV
EN
UE
KI
NG
SL
EY
AV
EN
UE
RO
AD
EM
BA
RC
AD
ER
O
AD
DIS
ON
AV
E
CH
AN
NI
NG
AV
EN
UE
HA
MIL
TO
N
AV
EN
UE
UNI
VE
RSIT
Y
AV
EN
UE
PA
LO
AL
TO
CIT
Y
OF
ME
NL
O
PA
RK
CIT
Y
OF
PROTOTYPE B
QUAD GATE
PROP TCE
(E) PCJPB ROW
(E) PCJPB ROW
PROP ROW
PROP TCE
PROP ROW
GAS LINE
6" STEEL PIPE
GAS LINE
6" POLYETHLENEGAS LINE
4" POLYETHLENE
GAS LINE
4" POLYETHLENE
GAS LINE
4" POLYETHLENE
WATER LINE
16" CCPWATER LINE
12" CAST IRON
WATER LINE
6" CAST IRON
STORM DRAIN
12" PCCSTORM DRAIN
12" PCC
GAS LINE
6" STEEL CASING
4" PE w/
GAS LINE
12" STEEL CASING
6" PE w/
WATER LINE
6" PVC
WATER LINE
16" ACP
GAS LINE
6" PE
WATER LINE
6" CAST IRON
SS LINE
27" SEWER
ELECT LINES
60KV/12KV OH
ELECT LINES
60KV OH
ELECT LINES
15KV UG
ELECT LINES
15KV UG
ELECT LINES
12KV OH
WATER LINE
12" ACP
SS LINE
24" PVC
B1530+00 B1535+00 B1540+00 B1545+00 B1550+00 B1555+00 B1560+00 B1565+00
B1570+00
B1575+00B1580+00 B1585+00 B1590+00
B1595+00
B1600+00
B1605+00 B1610+00 B1615+00 B1620+00
B1545
+69.72
PI
B1562
+75.96
TS
B1565
+25.96
SC
B1568
+49.65
CS
B1570
+99.65
ST
B1572
+80.21
TS
B1575
+40.21
SC
B1578
+41.55
CS
B1581
+01.55
ST
B1589
+38.03
TS
B1591
+98.03
SC
B1594
+74.39
CS
B1597
+34.39
ST
B1599
+96.26
TS
B1602
+56.26
SC
B1605
+31.52
CS
B1607
+91.52
ST
B1613
+33.49
PI
B2 CL
B1 CL
C159
C160
C161
C162
STATION
(E) STANFORD
STATION
(E) PALO ALTO
BE
GI
N
TR
AC
K
SHIF
T
BE
GI
N
TR
AC
K
SHIF
T
EN
D
TR
AC
K
SHIF
T
EN
D
TR
AC
K
SHIF
T
BE
GI
N
TR
AC
K
SHIF
T
EN
D
TR
AC
K
SHIF
T
TO REMAIN
(E) #20 XOVER
TO REMAIN
(E) #20 XOVERTO REMAIN
(E) #10 TO
ALTERNATE 1
(40'X25')
SITE - FJ8
STAND ALONE RADIO
ALTERNATE 2
(40'X25')
SITE - FJ8
STAND ALONE RADIO
EASEMENT
PERMANENT
30' WIDE
AS SHOWN
SAN FRANCISCO TO SAN JOSE SEGMENT
HSR15-34
B1530+00 B1535+00 B1540+00 B1545+00 B1550+00 B1555+00 B1560+00 B1565+00 B1570+00 B1575+00 B1580+00 B1585+00 B1590+00 B1595+00 B1600+00 B1605+00 B1610+00 B1615+00 B1620+00
-100
-50
0
50
100
150
200
250
-100
-50
0
50
100
150
200
250
MA
TC
H
LI
NE
TT-
D1019
MA
TC
H
LI
NE
TT-
D1017
MA
TC
H
LI
NE
TT-
D1017
MA
TC
H
LI
NE
TT-
D1019
TT-D1018ALTERNATIVE A
COMPOSITE PLAN, PROFILE AND TYPICAL SECTIONS
STA B1530+00 TO STA B1620+00
CITY OF MENLO PARK CITY OF PALO ALTO
15'
3' OCS FOUNDATION WIDTH
2' WALKWAY (TYP)
VEGETATION CLEARANCE/ESZ10.75'VEGETATION CLEARANCE/ESZ 10.75'
FG
6'6'10' 10'
PARTY UTILITIES (TYP)5' CORRIDOR FOR 3RD CABLE DUCT
AT-GRADE 2 TRACK
ROW
PROPOSED
TCE
POSSIBLE
IF
TCE
POSSIBLE
IF
ROW FENCE (TYP)
PROPOSED
ROW
PROPOSED
OG
•
POLE
OCS
•
POLE
OCS
1.5'
•
B2
•
B1
CONSTRUCTION
NOT FOR
USE ONLY
FOR INTERNAL
SUBMITTAL
DRAFT PEPD
Oakland, CA 94607
9th Floor
1111 Broadway
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
CONTRACT NO.
CALIFORNIA HIGH-SPEED TRAIN PROJECT CALIFORNIA HIGH-SPEED TRAIN PROJECT
syari
3/29/2017
5:06:11
PM
CA
HS
RP.tbl
cvd_pdf_b
w.pltcfg
c:\caddlib\p
w\syari\46037_cahsr\d
ms17856\
FJ-
RP-
TT-
D1019.dgn
PLAN
SCALE: 1"=200'
PROFILE
SCALE: 1"=200' HOR, 1"=100' VERT
0100 100 200
1"=200' HOR
050 50 100
1"=100' VERT
NOTES:
ABANDON.
OVERHEAD CONTACT SYSTEM PLAN TO BE ASSUMED
ALL EXISTING FIBER OPTIC IN ELECTRIFICATION 3.
OVERHEAD CONTACT SYSTEM.
BE TAKEN CARE BY PCJPB ELECTRIFICATION
OVERHEAD ELECTRICAL ALONG EXISTING TRACK WILL 2.
1. FOR B2 TRACK DATA, SEE ALIGNMENT DATA REPORT.
22'-6"
CL
R
VE
RT
B1637
+37.04
BV
C
EL
EV 45.49
B1638
+37.04
PVI
EL
EV 45.20
B1639
+37.04
EV
C
EL
EV 44.79
B1664
+64.24
BV
C
EL
EV 34.31
B1665
+64.24
PVI
EL
EV 33.90
B1666
+64.24
EV
C
EL
EV 33.74
B1675
+64.24
BV
C
EL
EV 32.26
B1676
+64.24
PVI
EL
EV 32.10
B1677
+64.24
EV
C
EL
EV 32.17
VC=200.00'
VC=200.00' VC=200.00'
-0.286%
L=2920.30' -0.414%
L=2527.20' -0.164%
L=900.00'
0.072%
L=5896.40'
AV
EN
UE
CH
UR
CHIL
L
EX
PR
ES
SW
AY
OR
EG
ON
TRACK C (APPROX)
OG ALONG B2
L
B2 TOR PROFILE
B1674
+34
BE
GI
N (E) P
LA
TF
OR
M
EN
D (E) P
LA
TF
OR
M
B1667
+89
(E) CALIFORNIA AVE STATION PLATFORM (645 FT)
BALLASTED TRACK ON AT-GRADE
STOP
STOP
STOP
1
2
3
4
5
678
35
35
25
25
BIKE
LANE
BIKELEFT
TURN
LANE
BIKE
STOP
LANE
BIKE
BIKE
LANE
STOP
LANE
SCHOOL
BIKE
LANE
SLOW KEEP
STOPCLEAR
BIKE
LANE
BIKE
LANE
BIKE
LANE
ONLY
35
STOP STOP STOP
ONLY
ONLY
STOP
AHEAD STOP
STOP
BIKE
STOP STOP STOP
STOP
STOP
STOP
STOP
BIKELANE
STOP
BIKE
LANE
STOPSTOP
LANE
BIKE
STOP
STOPSTOP
STOPSTOP
STOP
LANE
BIKE
STOP
PED
PED
STOP
BIKE
LANE
3535
ONLYONLY
ONLY
BIKE
LANE
STOP
STOP
STOP
STOP
STOPSTOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOPSTOP
STOP
STOP
STOP
STOP
STOP
AHEAD
AHEAD
STOP
STOP
STOP
AHEAD
AHEAD STOP
STOPSTOP
LANE BIKE
BIKE
LANE
LANE
BIKE
LANE BIKE
LANE
BIKE
LANE BIKE
BIKE
LANE
ONLY
ONLY
35
35
35
35
YIELD
ONLY
YIELD
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOPLANE BIKE
BIKE
LANE
STOP
STOP
STOP
KI
NG
SL
EY
AV
EN
UE
ALMA STREET
ME
LVIL
LE
AV
EN
UE
KE
LL
OG
G
AV
EN
UE
CH
UR
CHIL
L
AV
EN
UE
MARIPOSA AVENUE
ALMA STREET
CO
LE
RI
DG
E
AV
EN
UE
AV
EN
UE
MIR
AM
ON
TE
TE
NN
YS
ON
AV
EN
UE
SE
AL
E
AV
EN
UE
ALMA STREET
PARK BOULEVARD
CO
LO
RA
DO
AV
EN
UE
ORE
GO
N E
XP
RESS
WA
Y
PA
GE
MIL
L
RO
AD
ALMA STREET
PARK BOULEVARD
EL
DO
RA
DO
AV
EN
UE
LA
MB
ER
T
AV
EN
UE
CH
ES
TN
UT
AV
EN
UE
EL
CA
RM
EL
O
AV
EN
UE
LO
MA
VE
RD
E
AV
EN
UE
FE
RN
AN
DO
AV
EN
UE
MA
RG
ARIT
A
AV
EN
UE
MA
TA
DE
RO
AV
EN
UE
PARK BOULEVARD
AV
EN
UE
CA
LIF
OR
NI
A A
VE
NU
EW
AS
HI
NG
TO
N
AV
EN
UE
SA
NT
A
RIT
A
AV
EN
UE
RI
NC
ON
AD
A
LO
WE
LL
AV
EN
UE
MA
TA
DE
RO
CR
EE
K
PROTOTYPE D
QUAD GATE
PROP TCE
(E) PCJPB ROW
(E) PCJPB ROW
WATER LINE
8" DUCTILE IRON GAS LINE
4" PEWATER LINE
24" CCP
WATER LINE
6" DUCTILE IRON
WATER LINE
8" ACP CASING
6" PE W/
STORM DRAIN
24" RCP
STORM DRAIN
4'X5' BOX CULVERT
STORM DRAIN
6'x6' BOX CULVERT
STORM DRAIN
6'x6' BOX CULVERT
WATER LINE
16" CAST IRON
SS LINE
27" RCPGAS LINE
24" HP
GAS LINE
12" HDPE CASING
6" HDPE W/
GAS LINE
12" HDPE CASING
6" HDPE W/
ELECT LINES
15KV UG
B1620+00 B1625+00 B1630+00 B1635+00 B1640+00 B1645+00 B1650+00 B1655+00 B1660+00 B1665+00 B1670+00 B1675+00 B1680+00 B1685+00 B1690+00 B1695+00 B1700+00 B1705+00 B1710+00
B1634
+07.84
PI
B1650
+86.80
PI
B1659
+92.67
PI
B1665
+94.88
PI
B1678
+57.51
TS
B1680
+07.51
SC
B1681
+82.33
CS
B1683
+32.33
ST
B1684
+39.67
TS
B1685
+89.67
SC
B1687
+60.34
CS
B1689
+10.34
ST
B1703
+01.20
PIB2 CL
B1 CL
C163
C164
STATION
(E) CALIFORNIA AVE
BE
GI
N
TR
AC
K
SHIF
T
BE
GI
N
TR
AC
K
SHIF
T
EN
D
TR
AC
K
SHIF
T
EN
D
TR
AC
K
SHIF
T
TO REMAIN
(E) TRACK TO REMAIN
(E) #10 TO
AS SHOWN
SAN FRANCISCO TO SAN JOSE SEGMENT
HSR15-34
B1620+00 B1625+00 B1630+00 B1635+00 B1640+00 B1645+00 B1650+00 B1655+00 B1660+00 B1665+00 B1670+00 B1675+00 B1680+00 B1685+00 B1690+00 B1695+00 B1700+00 B1705+00 B1710+00TT-D1019
ALTERNATIVE A
COMPOSITE PLAN, PROFILE AND TYPICAL SECTIONS
STA B1620+00 TO STA B1710+00
MA
TC
H
LI
NE
TT-
D1020
-100
-50
0
50
100
150
200
250
-100
-50
0
50
100
150
200
250
MA
TC
H
LI
NE
TT-
D1020
MA
TC
H
LI
NE
TT-
D1018
MA
TC
H
LI
NE
TT-
D1018
CITY OF PALO ALTO
15'
3' OCS FOUNDATION WIDTH
2' WALKWAY (TYP)
VEGETATION CLEARANCE/ESZ10.75'VEGETATION CLEARANCE/ESZ 10.75'
FG
6'6'10' 10'
PARTY UTILITIES (TYP)5' CORRIDOR FOR 3RD CABLE DUCT
AT-GRADE 2 TRACK
ROW
PROPOSED
TCE
POSSIBLE
IF
TCE
POSSIBLE
IF
ROW FENCE (TYP)
PROPOSED
ROW
PROPOSED
OG
•
POLE
OCS
•
POLE
OCS
1.5'
•
B2
•
B1
CONSTRUCTION
NOT FOR
USE ONLY
FOR INTERNAL
SUBMITTAL
DRAFT PEPD
Oakland, CA 94607
9th Floor
1111 Broadway
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
CONTRACT NO.
CALIFORNIA HIGH-SPEED TRAIN PROJECT CALIFORNIA HIGH-SPEED TRAIN PROJECT
syari
3/29/2017
5:06:18
PM
CA
HS
RP.tbl
cvd_pdf_b
w.pltcfg
c:\caddlib\p
w\syari\46037_cahsr\d
ms17856\
FJ-
RP-
TT-
D1020.dgn
PLAN
SCALE: 1"=200'
PROFILE
SCALE: 1"=200' HOR, 1"=100' VERT
0100 100 200
1"=200' HOR
050 50 100
1"=100' VERT
NOTES:
ABANDON.
OVERHEAD CONTACT SYSTEM PLAN TO BE ASSUMED
ALL EXISTING FIBER OPTIC IN ELECTRIFICATION 3.
OVERHEAD CONTACT SYSTEM.
BE TAKEN CARE BY PCJPB ELECTRIFICATION
OVERHEAD ELECTRICAL ALONG EXISTING TRACK WILL 2.
1. FOR B2 TRACK DATA, SEE ALIGNMENT DATA REPORT.
23'-0"
VE
RT
CL
R
B1736
+60.64
BV
C
EL
EV 36.40
B1737
+10.64
PVI
EL
EV 36.44
B1737
+60.64
EV
C
EL
EV 36.55
B1758
+28.24
BV
C
EL
EV 41.29
B1759
+28.24
PVI
EL
EV 41.52
B1760
+28.24
EV
C
EL
EV 41.97
B1763
+59.04
BV
C
EL
EV 43.45
B1765
+09.04
PVI
EL
EV 44.12
B1766
+59.04
EV
C
EL
EV 44.03
B1789
+20.85
BV
C
EL
EV 42.74
B1790
+20.85
PVI
EL
EV 42.69
B1791
+20.85
EV
C
EL
EV 42.92
VC=100.00'VC=200.00' VC=300.00' VC=200.00'
0.229%
L=2067.60'
0.448%
L=330.80'
-0.057%
L=2261.81'
0.235%
L=1245.39'
DRI
VE
ME
AD
OW
RO
AD
CH
AR
LE
ST
ON
RO
AD
SA
N
AN
TO
NI
O
TRACK C (APPROX)
OG ALONG B2
L
B2 TOR PROFILE
B1798
+79
BE
GI
N (E) P
LA
TF
OR
M
B1792
+63
EN
D (E) P
LA
TF
OR
M
(E) SAN ANTONIO STATION PLATFORM (616 FT)
BALLASTED TRACK ON AT-GRADE
STOP 25
LANE
BIKE
BIKE
LANE
KEEP KEEP
CLEARCLEAR
LANE
BIKE
ONLYONLY
BIKE
LANE
LANE
BIKE
ONLY
3535
ONLY
STOP
BIKE
LANE
CLEAR
KEEP
STOP
STOP
BIKE
LANE
STOP
BIKE
LANE
BIKE
LANE
STOP
STOP STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
3535
3535
ONLY
EXIT
ONLY
STOP
STOP
STOP
STOP
STOP
STOP STOP
PED
3535
CLEARCLEAR
KEEP
KEEP
STOP
STOP
KEEP KEEP
CLEAR CLEAR
25 25
PED PED
XING XING
STOP
3535
CLEARCLEAR
KEEPKEEP
STOP
3535
STOP STOP
PEDPED
XINGXING
ONLY
ONLY
ONLY
3535
BIKE
BIKE
STOP
STOP
STOP
STOP
STOP
STOP
YIELD
SLO
W
PE
D
XIN
G
SLO
W
PE
D
XIN
G
ONLY
AHEAD
STOP
MA
TA
DE
RO
AV
EN
UE
WIL
TO
N
AV
EN
UE
PARK BOULEVARD
CU
RT
NE
R
AV
EN
UE
ALMA STREET
EL
VE
RA
NO
AV
EN
UE
VE
NT
UR
A
AV
EN
UE
MA
CL
AN
E
ST
RE
ET
WE
ST
ME
AD
OW
DRI
VE
PARK BOULEVARD
LIN
DER
O
DRIV
E
ALMA STREET
CO
UR
T
DA
RLI
NG
TO
N
CO
UR
T
NE
WB
ER
RY
PARK BOULEVARD
ALMA STREET
EL
Y
PL
AC
E
ALMA STREET
MONTELENA COURT
AV
EN
UE
DE
L
ME
DI
O
CENTRAL EXPRESSWAY
PA
CC
HE
TI
WA
Y
RO
AD
EA
ST
CH
AR
LE
ST
ON
DRI
VE
WHIT
CL
EM
WA
YG
RE
EN
ME
AD
OW D
RI
VE
EA
ST
ME
AD
OW
AV
EN
UE
FE
RN
E
SA
N
AN
TO
NI
O
RO
AD
RO
AD
AN
TO
NI
O
SA
N
RO
AD
WE
ST
CH
AR
LE
ST
ON
CIR
CL
E
SA
N
AN
TO
NIO
AV
EN
UE
MA
YFIE
LD
PA
LO
AL
TO
CIT
Y
OF
MO
UN
TAI
N
VIE
WCIT
Y
OF
PROTOTYPE D
QUAD GATE
PROTOTYPE D
QUAD GATE
PROP TCE
(E) PCJPB ROW
(E) PCJPB ROW
GAS LINE
12" STEEL CASING
8" STEEL W/
SS LINE
30" SEWERWATER LINE
8" ACP
WATER LINE
8" ACP
WATER LINE
18" CCP
GAS LINE
12" HDPE CASING
6" HDPE W/
2" GAS LINE
B1710+00 B1715+00 B1720+00B1725+00 B1730+00 B1735+00 B1740+00 B1745+00 B1750+00 B1755+00 B1760+00 B1765+00 B1770+00 B1775+00 B1780+00 B1785+00 B1790+00 B1795+00 B1800+00
B1715
+95.75
TS
B1717
+25.75
SC
B1719
+66.00
CS
B1720
+96.00
ST
B1722
+16.36
TS
B1723
+66.36
SC
B1725
+26.30
CS
B1726
+76.30
ST
B1762
+00.19
TS
B1762
+85.19
SC
B1763
+91.35
CS
B1764
+76.35
ST
B1767
+00.44
TS
B1767
+80.44
SC
B1768
+91.04
CS
B1769
+71.04
ST
B1783
+67.05
TS
B1784
+67.05
SC
B1785
+84.43
CS
B1786
+84.43
ST
B1787
+86.46
TS
B1788
+86.46
SC
B1790
+15.40
CS
B1791
+15.40
ST
B1798
+81.34
TS
B1801
+01.34
SC
B2 CL
B1 CL
C165
C166 C167 C168 C169 C170
STATION
(E) SAN ANTONIO
BE
GI
N
TR
AC
K
SHIF
T
BE
GI
N
TR
AC
K
SHIF
T
EN
D
TR
AC
K
SHIF
T
EN
D
TR
AC
K
SHIF
T
BE
GI
N
TR
AC
K
SHIF
T
BE
GI
N
TR
AC
K
SHIF
T
EN
D
TR
AC
K
SHIF
T
EN
D
TR
AC
K
SHIF
T
BE
GI
N
TR
AC
K
SHIF
T
EN
D
TR
AC
K
SHIF
T
AL
TO
SU
BS
EC
TI
ON
SA
N
MA
TE
O
TO
PA
LO
CL
AR
A
SU
BS
EC
TI
ON
PA
LO
AL
TO
TO
SA
NT
A
TO REMAIN
(E) #20 XOVER
TO REMAIN
(E) #20 XOVER
AS SHOWN
SAN FRANCISCO TO SAN JOSE SEGMENT
HSR15-34
B1710+00 B1715+00 B1720+00 B1725+00 B1730+00 B1735+00 B1740+00 B1745+00 B1750+00 B1755+00 B1760+00 B1765+00 B1770+00 B1775+00 B1780+00 B1785+00 B1790+00 B1795+00 B1800+00TT-D1020
ALTERNATIVE A
COMPOSITE PLAN, PROFILE AND TYPICAL SECTIONS
STA B1710+00 TO STA B1800+00
-100
-50
0
50
100
150
200
250
-100
-50
0
50
100
150
200
250
MA
TC
H
LI
NE
TT-
D1021
MA
TC
H
LI
NE
TT-
D1019
MA
TC
H
LI
NE
TT-
D1019
MA
TC
H
LI
NE
TT-
D1021
CITY OF PALO ALTO CITY OF MOUNTAIN VIEW