appendix b: monterey highway viaduct, balanced cantilever
TRANSCRIPT
Appendix B
APPENDIX B: MONTEREY HIGHWAY VIADUCT, BALANCED CANTILEVER INSTALLATION
California High‐Speed Rail Project March 2019
San Jose to Central Valley Wye Constructability Assessment Report – Record PEPD Page | B‐1
Appendix B Monterey Highway Viaduct Balanced Cantilever Installation
280+00.00280+00.00275+00.00275+00.00270+00.00270+00.00
B545+00 B550+00 B555+00
CA-85
16.5'
TE
NN
AN
T
AV
E
15.0'
BENT 235
ELEV
B
ST-V0602 ST-Y0001
C
ST-V0602CL
R
410'-0"205'-0"150'-0"8'-0"
22'-1"
110'- 4 SP
150'-0"205'-0"
B545+00 B555+00
SCALE: 1"=200'
SCALE: 1"=200' HOR, 1"=100' VERT
0
50
100
150
200
250
300
-50
0
50
100
150
200
250
300
-50
EDGE OF DECK
• B2
• B1
TYPFOOTING,
TOR
DECKTOP OF
OG
BALANCED CANTILEVER CONSTRUCTION
TE
NN
AN
T
AV
E
CA-85
PLAN - STATE ROUTE 85
PROFILE - STATE ROUTE 85
0100 100 200
1"=200' HOR
050 50 100
1"=100' VERT
230'-0"115'-0"105'-0"110'-O" = 220'-0" 2 SPACES @
86'-8" = 260'-0" 3 SPACES @
" = 440'-0"CES @
150205'-0"
B
_SCALE 1"=20'-0"
SECTION
17'-1"
MI
N27'-4"
MA
X -
20' COLUMN
15'PILE CAP70'x 70'x
• B1 • B2
6
1
• BRIDGE
T/R
43'-0"
SHAFT, TYPDRILLED
010 10 20
1"=20'
STATION B550+00
B1045+00
B1050+00
B1055+00
SCALE: 1"=200' HOR, 1"=100' VERT
050 50 100
1"=100' VERT
0100 100 200
1"=200' HOR
200
250
300
350
400
450
500
650
200
250
300
350
400
450
500
650
ON-RAMP TO SB 101
PLAN - COCHRANE RD
ON-RAMP TO SB 101
PROFILE - COCHRANE RD
EDGE OF DECK
• B1
• B2
EDGE OF DECK
• B1
• B2
TYPFOOTING,
TORDECK
TOP OF
@ 110'-0"
17 SPACES
B1040+00
OG
= 236'-0"@ 76'-8" 3 SPACES
110'-0"88'-0"17 SPACES @ 110'-0" = 1870'-0"
R=45' (TYP)STAGING AREA
CONSTRUCTION
PROPOSED
STAGING AREA
CONSTRUCTION
PROPOSED
B1040+00B1045+00
B1050+00B1055+00
CO
CH
RA
NE
RD
(H
GS-15)
G 4.5"
(HGS-50)TC UG (9)
CO
CH
RA
NE
RD
F
RO
M
CO
CH
RA
NE
RD
SB 101
ON
RA
MP
ON-
RA
MP
SB
LO
OP
16.5'
16.5'
16.5'
BENT 69058'-6"
29'-8"
22'-6"
4 SPACES @ 233'-0" = 932'-0"100'-0"180'-0"138'-0"110'-0"= 170'-0"@ 85'-0" 2 SPACES
'-0"0'-0" CES
C
ST-V0701D
ST-V0701
D
ST-Y0001E
ST-Y0001 ST-Y0001
BENT 695
C
ST-V0701 E
ST-Y0001
BALANCED CANTILEVER OR CIP SHORED CONSTRUCTION
CL
R
CL
R
CL
R
010 10 20
1"=20'
110'-0"88'-0"17 SPACES @ 110'-0" = 1870'-0"
C
_SCALE 1"=20'-0"
SECTION
• BRIDGE
43'
T/R
• B1 • B2
(F) B
EN
T23'-4"
@
80'-0"
15' COLUMN 15' COLUMN
APPROX. OG
ISOLATION CASING
6
1
• COL• COL
13'-1"
SHAFT, TYPDRILLED
CAP, TYP12' PILE 50'x 50'x
STATION B1050+00
B1530+00B1535+00 B1540+00
RU
CK
ER
AV
E
RU
CK
ER
AV
E
100
150
200
250
300
350
400
450
SCALE: 1"=200'
SCALE: 1"=200' HOR, 1"=100' VERT
0100 100 200
1"=200' HOR
050 50 100
1"=100' VERT
B1530+00 B1535+00 B1540+00
100
150
200
250
300
350
400
450
PLAN - US 101
PROFILE - US 101
• B1
• B2
FOOTING, TYP
EDGE OF DECK
TOP OF DECK
TOR
OG
@ 11'-0"
19 SPACES
TC
OH
US 101
SB
US 101
NB
NO
NA
ME
UN
O
RD
16.50'
16.50'
15.00'
BENT 1070A
ST-V1101 C
ST-Y0001
B
ST-Y0001
1075
BENT
BALANCED CANTILEVER OR CIP SHORED CONSTRUCTION
36'-3"
60'-0"75'-0"2 SPACES @ 220'-0" = 220'-0"= 172'-6"@ 86'-3"4 SPACES
CL
R
B1539
+33.51
BV
C
EL
EV 302.28
A
-SCALE 1"=20'-0"
SECTION 010 10 20
1"=20'
= 1045'-0"
• BRIDGE
• B1 • B2
18' COLUMN
PILE CAP60'x 60'x 14'
13'-0"
MI
N22'-0"
MA
X -
6
1
43'-0"
T/R
MI
N3'-0"
SHAFT, TYPDRILLED
STATION B1535+00
B4+
00
B5+
00
B6+
00
B4+
00
B5+
00
B7+
00
B8+
00
B9
+00
B10
+00
B11+
00B12+00 B13+00 B14+00
B15+00
B0
+00
B1+
00
B2+
00
B3+00
B3295+00 B3300+00 B3305+00
C231A
P-12)
CH
EC
O
OA
D
SCALE: 1"=200'
• B2
• B1
TYP
FOOTING,
TYP
EDGE OF DECK,
PLAN - PACHECO CONDUIT 0100 100 200
1"=200' HOR
CO
ND
UIT (P
P-
(E) 120" P
AC
H
15.00'
SE
RVIC
E
RO
AD
SE
RVIC
E
RO
A
15.00'
BENT 50
C
ST-V1401
BENT 55
B
ST-V1401
D
ST-V1401
N
ST-Y0001
180'-0" 300'-0" 150'-0"135'-0"135'-0"150'-0"180'-0"
BALANCED CANTILEVER OR CIP SHORED CONSTRUCTION
B3295+00
SCALE: 1"=200' HOR, 1"=100' VERT
B3305+00B3300+00
100
150
200
250
300
350
400
450
100
150
200
250
300
350
400
450
TOP OF DECK TOR
OG
PROFILE - PACHECO CONDUIT
050 50 100
1"=100' VERT
24'-2"
13'-6" 10'-8"
24'-2"
10'-8" 13'-6"
• COL
• COL
T/R T/R
C
_SCALE 1"=20'-0"
SECTION
165'-0"
• B1• B2
PILE CAP, TYP60'x 60'x 14'
18' COLUMN, TYP
CONDUIT(E) 10' DIA WATER
(F) B
EN
T20'-0"
@
20'-0" MIN
20'-0" MIN
SHAFT, TYPDRILLED
STATION B3300+00
STATION B4240+00
T
NI
A
B4235+00 B4240+00 B4245+00
B1 •
AQ
UE
DU
CT
CA
LIF
OR
NIA
SCALE: 1"=200'
• B2
TYP
FOOTING,
TYP
EDGE OF DECK,
AQUEDUCT
PLAN - CALIFORNIA
TYPWALL,
RETAINING
0100 100 200
1"=200' HOR
(P
P-14)
AQ
UA
DU
C
CA
LIF
OR
15.00'
AC
CE
SS
RD
ABUT 6
A
ST-V1402
1260'-0" TOTAL LENGTH MEASURED ALONG • B2
R
ST-Y0001BENT 5
180'-0"225'-0"450'-0"225'-0"180'-0"
BALANCED CANTILEVER OR CIP SHORED CONSTRUCTION
B4235+00 B4245+00
SCALE: 1"=200' HOR, 1"=100' VERT
50
100
150
200
250
300
350
400
50
100
150
200
250
300
350
400
TOP OF DECKTOR
OG
PROFILE - CALIFORNIA AQUEDUCT 050 50 100
1"=100' VERT
A
_SCALE 1"=20'-0"
SECTION
24'-2"
T/R
24'-2"
T/R
• B1• BRIDGE
• B2• BRIDGE
TYP18' COLUMN,
TY
P14'PILE CAP50'x 165'x
30'-0" T
O 18'-9"
SHAFT, TYPDRILLED
010 10 20
1"=20'
B4285+00
B4290+00
DE
LT
A
ME
ND
OT
A
CA
NA
L
SCALE: 1"=200'
• B2
• B1
TYP
FOOTING, TYP
EDGE OF DECK,
PLAN - DETLA MENDOTA
TYPWALL,
RETAINING
0100 100 200
1"=200' HOR
DELTA MENDOTA CANAL (PP-13)
AC
CE
SS
RD
15.00'
ABUT 1 ABUT 4
150'-0"300'-0"150'-0"
B
ST-V1402
600'-0" TOTAL LENGTH MEASURED ALONG • B2
BALANCED CANTILEVER OR CIP SHORED CONSTRUCTION
B4285+00 B4290+00
SCALE: 1"=200' HOR, 1"=100' VERT
50
100
150
200
250
300
350
400
50
100
150
200
250
300
350
400
TOR TOP OF DECK
OG
PROFILE - DELTA MENDOTA
050 50 100
1"=100' VERT
B
_SCALE 1"=20'-0"
SECTION
24'-2"
T/R
24'-2"
T/R
• B1• BRIDGE
• B2• BRIDGE
TYP18' COLUMN,
14'PILE CAP50'x 135'x
12'-6", T
YP
20'-0" -
SHAFT, TYPDRILLED
010 10 20
1"=20'
STATION B4290+00