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California High-Speed Rail Authority
Fresno to Bakersfield SectionDraft Supplemental Environmental Impact Report / Environmental Impact Statement
Volume III:Maintenance of Infrastructure Facility Plans, Profiles and Cross Sections
March 2017
DRAWING DESCRIPTIONREV NO. DRAWING NO.
HSR13-44
MY-B0001
NO SCALE
J. TREJO
N. OLINO
E. WINTERS
FRESNO TO BAKERSFIELD
INDEX OF DRAWINGS
MAINTENANCE OF INFRASTRUCTURE FACILITY
P. PIENTON
LOCALLY GENERATED ALTERNATIVE
MY-D1002
MY-D1001
MY-C0001
MY-B0003
MY-B0002
MY-B0001
10/28/2016
MOIF - STA YL 920+00 TO 953+50 - PLAN AND PROFILE
MOIF - YL STA 870+00 TO 920+00 - PLAN AND PROFILE
MOIF - SITE PLAN
MOIF - TYPICAL SECTIONS M1 TO M3
KEY MAP
INDEX OF DRAWINGS
DRAWING NO.
SCALE
SHEET NO.
CONTRACT NO.
DATE
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
Projects\701206.
N_
BF
SS\00
CA
DD\
Sheet
Files\
Maintenance
Sheets\
BF
SS
A-
MY-
B0001
SH
A.dgn
$P
LT
DR
VS$
$P
EN
TB
LS$
4:17:27
PM
11/4/2016
TY
LI\jtrejo
CALIFORNIA HIGH-SPEED RAIL PROJECT
SUBMISSION
PEPD DESIGN
RECORD SET
W T
UL
ARE
AVE
BE
NDER
AVE
MA
DER
A
AVE
METTLER
AVE
MERCE
D
AVE
MA
NNEL
AVE
E LER
DO
HW
Y
E L
OS
AN
GELES ST
SH
AFTER
AVE
CITY OF SHAFTER
MY-D1002
BEEC
H
AVE
RIV
ERSID
E ST
GOL
D'S
AVE
S CENTRAL VALLEY HWY
CHERR
Y
AVE
OR
AN
GE
AVE E
POPL
AR
AVE
BNSF
AS SHOWN
J. TREJO
E. WINTERSMAINTENANCE OF INFRASTRUCTURE FACILITY
KEY MAP
MY-B0002
HSR13-44
01000 1000 2000
1"=1000' HORSCALE APPLICABLE FOR FULL SIZE ONLY
FRESNO TO BAKERSFIELDJ. TREJO
864
+00
920
+00
976
+00
FRES
NO
AVE
LOCALLY GENERATED ALTERNATIVE
P. PIENTON
10/28/2016
DRAWING NO.
SCALE
SHEET NO.
CONTRACT NO.
DATE
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
Projects\701206.
N_
BF
SS\00
CA
DD\
Sheet
Files\
Maintenance
Sheets\
BF
SS
A-
MY-
B0002
SH
A.dgn
$P
LT
DR
VS$
$P
EN
TB
LS$
1:08:42
PM
10/26/2016
TY
LI\jtrejo
CALIFORNIA HIGH-SPEED RAIL PROJECT
SUBMISSION
PEPD DESIGN
RECORD SET
870+00875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00 920+00 925+00 930+00 935+00 940+00 945+00
950+00
MY-D1001
AS SHOWN
FRESNO TO BAKERSFIELD
HSR13-44
MY-B0003
J. TREJO
E. WINTERS
MAINTENANCE OF INFRASTRUCTURE FACILITY
020 20 40
1"=20'SCALE APPLICABLE FOR FULL SIZE ONLY
J. TREJO
LOCALLY GENERATED ALTERNATIVE
P. PIENTON
12
•
MOIF YL
•
HSR
SB
•
HSR
NB
15.00'
ACCESS
MAINT
16.50'
3.00'
•
Y-06
•
Y-05
•
Y-04
•
Y-02
•
Y-01
30.00'30.00'30.00'30.00'30.00'40.00'
ROAD
ACCESS
22'
SITE/BLDG
VARIES
•
Y-03
2.0%
SECTION M1
YL STA 867+06 TO 884+74
HSR AND MOIF YL1 TRACK
R/W
BNSF
15.00'
ACCESS
MAINT
3.00'
FENCE TYP
ACCESS
16.50'
•
HSR
SB
•
HSR
NB
•
MOIF YL
15.00'
ACCESS
MAINT
3.00'
VARIES 0' TO 44'
•
ML2
BNSF
•
ML1
BNSF
R/W
BNSF
100'
•
ML3
FUTURE
BNSF
12
20'
100'
•
ML1
BNSF
R/W
BNSF
•
ML2
BNSF
•
ML3
FUTURE
BNSF
R/W
BNSF
TYP
FENCE
VARIES 625.5' TO 261.0' PROP HSR CORRIDOR
44' TO 49'
YL STA 884+74 TO 918+00
HSR AND MOIF YARD
SECTION M2
R/W
BNSF
100'
•
ML1
BNSF
•
ML2
BNSF
•
ML3
FUTURE
BNSF
R/W
BNSF
16.50'
•
HSR
NB
•
HSR
SB
21
12-15 FT SWALE TYP
ACCESS15.00'
ACCESS
MAINT
3.00'
21
•
MOIF YL
VARIES 75' TO 25'
VARIES 176.5' TO 170.5' - PROPOSED HSR CORRIDOR
VARIES 110' TO 125'
VARIES 261.0' TO 245.5' - PROPOSED HSR CORRIDOR
49' TO 0'
SECTION M3
STA 922+63 TO 953+30
STA 918+00 TO 920+51
HSR AND MOIF YARD
YL
VARIES 480.00' TO 110.00 - MOIF SITE
NOTES:
VARIES 85' TO 85.5'±
85' ±
VARIES 85.5' TO 104.0'
ACCESS
TYPICAL SECTIONS M1 TO M3
15' MAINT
22'
15.00'
ACCESS
MAINT
15'
ACCESS
MAINT
15.00'
ACCESS
MAINT
AT STA 900+00
TRANSITION
MAINT ACCESS
22'
10/28/2016
VARIES FROM 85' AT STA 5880+00 TO 102' AT STA 5952+20.
DISTANCE BETEEN HSR SB TRACK AND EXISTING BNSF R/W 4.
BETWEEN YL STA 920+51 TO 922+63.
SEE DWG TT-B0013 FOR YARD LEAD BRIDGE TYPICAL SECTION3.
FOR STRUCTURE DIMENSIONS SEE STRUCTURAL CROSS SECTIONS.2.
TRACKFORM IS INDICATIVE.1.
STA 898+00 TO 912+00
RET WALL
12-15 FT SWALE TYP
DRAWING NO.
SCALE
SHEET NO.
CONTRACT NO.
DATE
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
Projects\701206.
N_
BF
SS\00
CA
DD\
Sheet
Files\
Maintenance
Sheets\
BF
SS
A-
MY-
B0003
SH
A.dgn
$P
LT
DR
VS$
$P
EN
TB
LS$
6:18:43
PM
10/26/2016
TY
LI\jtrejo
CALIFORNIA HIGH-SPEED RAIL PROJECT
SUBMISSION
PEPD DESIGN
RECORD SET
DRAWING NO.
SCALE
SHEET NO.
CONTRACT NO.
DATE
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
Projects\701206.
N_
BF
SS\00
CA
DD\
Sheet
Files\
Maintenance
Sheets\
BF
SS
A-
MY-
C1001
SH
A.dgn
$P
LT
DR
VS$
$P
EN
TB
LS$
1:09:20
PM
10/26/2016
TY
LI\jtrejo
CALIFORNIA HIGH-SPEED RAIL PROJECT
SUBMISSION
PEPD DESIGN
RECORD SET
5885+00 5890+00 5895+00 5900+00 5905+00 5910+00 5915+00 5920+00 5925+00 5930+00
870+00875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00 920+00 925+00 930+00
TS 874
+21.14
SC 875
+01.14
CS 877
+60.65
ST 878
+40.65
867
+06.12
PS
NO 20
TO
MY-C1001
HSR13-44
FRESNO TO BAKERSFIELD
AS SHOWN
SITE PLAN
MAINTENANCE OF INFRASTRUCTURE FACILITY
0200 200 400
1"=200' HORSCALE APPLICABLE FOR FULL SIZE ONLY
FRES
NO
AVE
METTLER
AVE
MA
DER
A
AVE
POPL
AR
AVE
BNSF
SR-43
P. PIENTON
LOCALLY GENERATED ALTERNATIVE
J. TREJO
J. TREJO
10/28/2016
ROAD
ACCESS ACCESS ROAD
E. WINTERS
PO
PL
AR
AV
E
YL TOR PROFILE
DRAWING NO.
SCALE
SHEET NO.
CONTRACT NO.
DATE
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
Projects\701206.
N_
BF
SS\00
CA
DD\
Sheet
Files\
Maintenance
Sheets\
BF
SS
A-
MY-
D1001
SH
A.dgn
$P
LT
DR
VS$
$P
EN
TB
LS$
1:09:03
PM
10/26/2016
TY
LI\jtrejo
CALIFORNIA HIGH-SPEED RAIL PROJECT
STATION
SUBMISSION
PEPD DESIGN
RECORD SET
300
320
340
360
380
400
420
440
460
480
500500
300
320
340
360
380
400
420
440
460
480
500500
864+00 870+00 880+00 890+00 900+00 910+00 920+00
27.0'
8.5'
EL
EV 354.92
884
+74.13
PS
No. 11
TO
EL
EV 371.88
917
+99.76
PS
No. 11
TO
EL
EV 353.93
867
+06.12
PS
No. 20
TO
870
+50.00
BV
C
EL
EV 354.70
871
+50.00
EL
EV 354.92
872
+50.00
EV
C
EL
EV 354.92
904
+50.00
BV
C
EL
EV 354.92
905
+50.00
EL
EV 354.92
906
+50.00
EV
C
EL
EV 356.28
0.224% -0.000%
1.357%
VC=200'
R=-0.11VC=200'
R=0.68
5885+00 5890+00 5895+00 5900+00 5905+00 5910+00 5915+00 5920+00
PO
T 5880
+00.00
TS 5910
+60.45
870+00875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00 920+00
TS 874
+21.14
SC 875
+01.14
CS 877
+60.65
ST 878
+40.65
867
+06.12
PS
NO 20
TO
AS SHOWN
020 20 40
1"=20' VERTSCALE APPLICABLE FOR FULL SIZE ONLY
PLAN
PROFILE
HSR13-44
MY-D1001
MAINTENANCE OF INFRASTRUCTURE FACILITY
J. TREJO
N. OLINO
E. WINTERS
FRES
NO
AVE
NOTE:
DISTANCES
ARE BASED ON A 14.0' CLEAR
1. CP = CLEAR POINT, CAPACITIES
FRESNO TO BAKERSFIELD
PLAN AND PROFILE
YL1 50 0.00 1.43
YL1
7000 80 259.51
MPH R (FT) EA (IN) EU (IN) LS (FT) LC (FT)CURVE #
M1
MY-B0003
M2
MY-B0003 MA
TC
H
LI
NE ( 920
+00.00 )
MA
TC
H
LI
NE ( 920
+00.00 )
SR-43
BNSF
MA
DER
A
AVE
S-SHA-Y-04 (CP TO CP=1112)
S-SHA-Y-01 (CP TO CP=2406)
S-SHA-Y-02 (CP TO CP=1867)
S-SHA-Y-03 (CP TO CP=1331)
S-SHA-Y-05 (CP TO CP=1035)
S-SHA-Y-06 (CP TO CP=660)
PARKING 150' x 750'
WORK EQUIPMENT AND VEHICLE
150' X 750'
WAREHOUSE
S-SHA-YL (CP TO CP=2951)
LOCALLY GENERATED ALTERNATIVE
P. PIENTON
BE
G S
TA 5880+00 (F
B
LG
A)
EN
D S
TA 5879+93.88 (
WS1)
TIE IN
TO S
UBS
EC
TIO
N
WS1
884
+74.13
PS
NO 11
TO
917
+99.76
PS
NO 11
TO
POWER SUBSTATION 100' X 150'
BALLAST STORAGE AREA
AREA 150' x 600'
FENCED STORAGE
10/28/2016
MOIF YARD LEAD
REALIGNMENT
POPLAR AVE
S-INT-MOI-H3
HOUSE
INTERLOCKING
MOIF STA 867+06 TO 920+00
FB LGA SB HSR •
0200 200 400
1"=200' HORSCALE APPLICABLE FOR FULL SIZE ONLY
(SUPERIMPOSED)
FB LGA TOR PROFILE
OG ALONG TRACK •
FR
ES
NO
AV
E
CA
LIF
OR
NI
A
AV
E
(SUPERIMPOSED)
FB LGA TOR PROFILE
DRAWING NO.
SCALE
SHEET NO.
CONTRACT NO.
DATE
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
Projects\701206.
N_
BF
SS\00
CA
DD\
Sheet
Files\
Maintenance
Sheets\
BF
SS
A-
MY-
D1002
SH
A.dgn
$P
LT
DR
VS$
$P
EN
TB
LS$
1:09:47
PM
10/26/2016
TY
LI\jtrejo
CALIFORNIA HIGH-SPEED RAIL PROJECT
STATION
SUBMISSION
PEPD DESIGN
RECORD SET
300
320
340
360
380
400
420
440
460
480
500500
300
320
340
360
380
400
420
440
460
480
500500
920+00 930+00 940+00 950+00 960+00 970+00 976+00
16.50'
12.0'
EL
EV 379.50
953
+30.00
PS
No. 20
TO
922
+11.00
BV
C
EL
EV 377.46
923
+61.00
EL
EV 379.50
925
+11.00
EV
C
EL
EV 379.50
1.357%
0.000%
VC=300'
R=-0.45
5920+00 5925+00 5930+00 5935+00 5940+00 5945+00 5950+00 5955+00 5960+00 5965+00 5970+00 5975+00 5980+00
SC 5922
+10.45
CS 5937
+89.53
ST 5949
+39.53
920+00 925+00 930+00 935+00 940+00 945+00950+00
TS 942
+32.36
SC 943
+12.36
CS 945
+38.12
ST 946
+18.12
953
+30.00
PS
NO 20
TO
PLAN
PROFILE
WALKER AVE
HSR13-44
MY-D1002
AS SHOWNMAINTENANCE OF INFRASTRUCTURE FACILITY
J. TREJO
J. TREJO
E. WINTERS
FRESNO TO BAKERSFIELD
020 20 40
1"=20' VERTSCALE APPLICABLE FOR FULL SIZE ONLY
0200 200 400
1"=200' HORSCALE APPLICABLE FOR FULL SIZE ONLY
PLAN AND PROFILE
MA
TC
H
LI
NE (920
+00.00)
MA
TC
H
LI
NE (920
+00.00)
LOCALLY GENERATED ALTERNATIVE
P. PIENTON
10/28/2016
YL STA 920+00 TO 953+30
SH
AFTER
AVE
E T
UL
ARE
AVE
PO
SO
AV
E
SU
NS
ET
AV
E
CE
NT
RA
L
AV
E
CENTRAL VALLEY HWY (SR-43)
MPH R (FT) EA (IN) EU (IN) LS (FT) LC (FT)CURVE #
YL2 50 0.00 1.437000 80 225.76YL2
S-INT-SHA-H5
HOUSE
INTERLOCKING
MASTER
FB LGA SB HSR •
(SUPERIMPOSED)
FB LGA TOR PROFILE
BNSF
KERN ST
OG ALONG TRACK •
FRES
NO
AVE
ST
A 5958
+43.55
PS 110
MP
H
XO
VE
R
5969
+82.18
PS 110
MP
H
XO
VE
R
MOIF YARD LEAD ACCESS ROAD
FB LGA NB HSR •
S-INT-SHA-H4
HOUSE
INTERLOCKING
PROFILE
YL TOR
M3
MY-B0003