Amendment 0002 - Drawings Update.pdf
PDF 7 MB Posted
- Attached to
- MOTCO Rail 1 Repair
- Solicitation number
- W9123821B0014
About this file
This set of construction drawings and specifications is for the MOTCO Rail 1 Repair project solicited by the Department of the Army Corps of Engineers Engineering District Sacramento. The project involves repairing rail curves and a T-1 bridge at the Munition Center in Concord, California. Work includes demolishing existing tracks, turnouts, crossings, pavement, utilities and other site features; constructing new tracks, subdrain, road crossings and relocated light poles; and resurfacing roads. The drawings depict demolition plans, track plans and profiles, roadway typical sections, and other construction details. Utilities to be protected in place or removed are identified. Notes specify requirements for partial subgrade replacement, pavement removal and new asphalt sections.
View the file
Other files
Show all 17
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
REMOVE TURNOUT
REMOVE TRACKREMOVE TRACK
REMOVE TURNOUT
ASPHALT PAVEMENT
REMOVE EXISTING
REMOVE EXISTING CROSSINGS
SAN. SEWER LINE
WATER MAIN
N 2207766.71, E 6119585.42
LIMITS OF TRACK REMOVAL
N 2207751.84, E 6119585.24
LIMITS OF TRACK REMOVAL
N 2208105.30, E 6120056.13
LIMITS OF TRACK REMOVAL
N 2207936.76, E 6119992.56
LIMITS OF TRACK REMOVAL
WETLAND AREA
NO WORK WITHIN EXISTING
AND WATER VALVES IN PLACE
PROTECT EXISTING TEST STATION
WELL IN PLACE
PROTECT MONITORING
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
(4 -1
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
C O
N C
O R
D
C A
L
IF
O R
N
IA
P R
O J E
C T
M U
N
IT
IO
N S C
E N
T E
R
M O
T C
O
H D
R E
N G
IN
E E
R
IN
G
IN
C
O M
A H
A
N E
B R
A S
K A
S T
H S
T R
E E
T
J S
T S
A C
R A
M E
N T
O
C A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R E
P A
IR
R
A
IL
C
U R
V E
S T -1 B
R
ID
G E R
A
IL
A
N D C
A T
W A
L K
M
A Y
CIVIL
N
G I
N E
E R
LAN
O
I S
S E
F O
R P
WILLIAM A.
JANSEN
E-12773
S
A T
E OF NEBRA
S
K A
SW
ITCH
SW
ITCH
SW
ITCH
11.05CP 26 M
AG
6.43CP 30 M
AG
WATE
R
W A T E R
WATER
0 1
.6
P T
.3
P O
E
.0
P C
0 1
.0
P O
B
.6
P T
.3
P O
E
.0
P C
E 6
.01
N 2
.52
E 6
.75
.33
.13
.45
.19
.92
SCALE: 1:50 50' 100'0
NO
RTH
PLAN
FROID ROAD
CURVE 1 & 2
COMBINED
L
K R
U S
E
W J
A N
S E
N
W J
A N
S E
N
N
B A
G N
IE
W S
K I
CD100
TRACK B241
TRACK R2-A
TR
A C
K B
T R
A C
K B
B A
S E B
ID
D E
M O
L
IT
IO
N P
L A
N
C U
R V
E S A
N
DEMOLITION PLAN - CURVES 1 & 2
CD100
KEY MAP
FULL-DEPTH REMOVAL AND REPLACEMENT.
PLAN (CP-SERIES SHEETS) FOR LIMITS OF MILLING AND SURFACING VS.
MILLING OR FULL-DEPTH REMOVAL. SEE ASSOCIATED ROADWAY CROSSING
2. AREAS DESIGNATED AS PAVEMENT REMOVAL MAY REQUIRE PAVEMENT
1. PROTECT EXISTING UTILITIES IN PLACE UNLESS OTHERWISE NOTED
GENERAL NOTES
A
D D
E D G
E N
E R
A L N
O T
E R
E G
A R
D
IN
G P
A V
E M
E N
T R
E M
O V
A L
/1 /2
REMOVE EXISTING TURNOUT
REMOVE TRACK
CROSSING
REMOVE EXISTING ASPHALT
CROSSING
REMOVE EXISTING ASPHALT
ASPHALT PAVEMENT
REMOVE EXISTING
WATER MAIN
UGE LINE
UGE LINE
REMOVE CULVERT
AGGREGATE PAVEMENT
REMOVE EXISTING
N 2209300.66, E 6120168.81
LIMITS OF TRACK REMOVAL
N 2209042.11, E 6119996.60
LIMITS OF PAVEMENT REMOVAL
N 2208737.99, E 6120056.81
LIMITS OF TRACK REMOVAL
N 2208668.75, E 6120090.23
LIMITS OF PAVEMENT REMOVAL
N 2208593.30, E 6120141.87
LIMITS OF PAVEMENT REMOVAL
N 2208577.12, E 6120165.02
LIMITS OF TRACK REMOVAL
N 2208655.26, E 6120134.83
LIMITS OF PAVEMENT REMOVAL
N 2208915.29, E 6120086.71
LIMITS OF PAVEMENT REMOVAL
N 2208634.41, E 6120109.82
LIMITS OF PAVEMENT REMOVAL
N 2208711.35, E 6120151.12
LIMITS OF PAVEMENT REMOVAL
N 2208727.18, E 6120120.86
LIMITS OF PAVEMENT REMOVAL
N 2208726.22, E 6120102.66
LIMITS OF PAVEMENT REMOVAL
EXISTING WETLAND AREA
NO WORK WITHIN
WELL IN PLACE
PROTECT EXISTING MONITORING
VALVE IN PLACE
PROTECT EXISTING WATER
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
-1
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
C O
N C
O R
D
C A
L
IF
O R
O J E
C T
M U
N
IT
IO
N S C
E N
T E
R
M O
T C
R E
N G
IN
E E
R
IN
G
IN
C
O M
A H
A
N E
B R
A S
K A
S T
H S
T R
E
J S
T S
A C
R A
M E
N T
O
C A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R E
P A
IR
R
A
IL
C
U R
V E
S T -1 B
R
ID
G E R
A
IL
A
N D C
A T
W A
L K
M
A Y
N
G I
N E
E R
LAN
O
I S
S E
F O
R P
WILLIAM A.
A T
E OF NEBRA
S
W V
.5
C P M
A G
.0
P
O B
E
305+
306+00
307+00
308+00
.2
P C
307+76.57 PT
.0
P
O B
50' 100'0
O
R T
H
P L A
N
M O
O R E R
O A D
J A
C K S
O N R
O A
CURVE 3
CD101
B A
G N
IE
W S
K I
C U
R V
SCALE: 50
R
A C
K B
0 T R
A C
K B
T R
A C
K B
TRACK B228
TRACK B227A
T R
A C
K B
T R
A C
K B
TRACK B239
DEMOLITION PLAN - CURVE 3
B A
S E B
ID
D E
M O
L
IT
IO
N P
L A
N
N
KEY MAP
CD101
FULL-DEPTH REMOVAL AND REPLACEMENT.
PLAN (CP-SERIES SHEETS) FOR LIMITS OF MILLING AND SURFACING VS.
MILLING OR FULL-DEPTH REMOVAL. SEE ASSOCIATED ROADWAY CROSSING
2. AREAS DESIGNATED AS PAVEMENT REMOVAL MAY REQUIRE PAVEMENT
PROTECT EXISTING UTILITIES IN PLACE UNLESS OTHERWISE NOTED.1.
GENERAL NOTES
A
D D
E D G
E N
E R
A L N
O T
E R
E G
A R
D
IN
G P
A V
E M
E N
T R
E M
O V
A L
/1
REMOVE TRACK
REMOVE TRACK
TURNOUT
REMOVE EXISTING
TURNOUT
REMOVE EXISTING
TURNOUT
REMOVE EXISTING
TURNOUT
REMOVE EXISTING
REMOVE TRACK
REMOVE TRACK
REMOVE TRACK
REMOVE TRACK
REMOVE TRACK
REMOVE TRACK
TURNOUT
REMOVE EXISTING
TURNOUT
REMOVE EXISTING
REMOVE EXISTING CROSSING
REMOVE EXISTING CROSSING
REMOVE TURNOUT
TURNOUT
REMOVE EXISTING
REMOVE TRACK
REMOVE EXISTING TURNOUT
ASPHALT PAVEMENT
REMOVE EXISTING
ASPHALT PAVEMENT
REMOVE EXISTING
ASPHALT PAVEMENT
REMOVE EXISTING
REMOVE TRACK
REMOVE TRACK
REMOVE EXISTING TURNOUT
REMOVE TRACK
REMOVE TRACK
REMOVE EXISTING CROSSING
TURNOUT
REMOVE EXISTING
SAN. SEWER LINE
SAN. SEWER LINE
UGE LINE
WATER MAIN
STORM SEWER LINE
SAN. SEWER LINE
STORM SEWER LINE
STORM SEWER LINE
COMM. LINES
UNDERGROUND
UNDERGROUND COMM LINES
SAN. SEWER LINE
WATER MAIN
STORM. SEWER LINE
EXISTING CROSSING
REMOVE AND STOCKPILE
PROTECTION SYSTEM IN PLACE
PROTECT EXISTING LIGHTNING
PROTECTION SYSTEM IN PLACE
PROTECT EXISTING LIGHTNING
PROTECTION SYSTEM IN PLACE
PROTECT EXISTING LIGHTNING
PROTECTION SYSTEM IN PLACE
PROTECT EXISTING LIGHTNING
PROTECTION SYSTEM IN PLACE
PROTECT EXISTING LIGHTNING
EXISTING CROSSING
REMOVE AND STOCKPILE
EXISTING CROSSING
REMOVE AND STOCKPILE
N 2209930.26, E 6118529.63
LIMITS OF TRACK REMOVAL
N 2209939.26, E 6118526.20
LIMITS OF TRACK REMOVAL
N 2209890.68, E 6118660.46
LIMITS OF TRACK REMOVAL
N 2209748.18, E 6118719.23
LIMITS OF TRACK REMOVAL
N 2209737.09, E 6118722.55
LIMITS OF TRACK REMOVAL
N 2209971.89, E 6118804.39
LIMITS OF TRACK REMOVAL
N 2209951.17, E 6118835.58
LIMITS OF TRACK REMOVAL
N 2209932.73, E 6119052.51
LIMITS OF TRACK REMOVAL
N 2209558.73, E 6118884.07
LIMITS OF TRACK REMOVAL
N 2209546.65, E 6118888.85
LIMITS OF TRACK REMOVAL
N 2209534.50, E 6118892.64
LIMITS OF TRACK REMOVAL
N 2210004.36, E 6118704.56
LIMITS OF PAVEMENT REMOVAL
N 2209966.98, E 6118640.32
LIMITS OF PAVEMENT REMOVAL
N 2209946.42, E 6118648.94
LIMITS OF PAVEMENT REMOVAL
N 2209980.60, E 6118779.08
LIMITS OF PAVEMENT REMOVAL
N 2209960.50, E 6118765.65
LIMITS OF PAVEMENT REMOVAL
N 2209937.93, E 6118843.29
LIMITS OF TRACK REMOVAL
N 2209817.83, E 6118964.33
LIMITS OF PAVEMENT REMOVAL
COMM LINES
UNDERGROUND
N 2209761.32, E 6118820.28
LIMITS OF PAVEMENT REMOVAL
N 2209741.19, E 6118855.03
LIMITS OF PAVEMENT REMOVAL
N 2209743.30, E 6119138.16
LIMITS OF PAVEMENT REMOVAL
N 2209566.72, E 6119010.62
LIMITS OF PAVEMENT REMOVAL
N 2209611.16, E 6119171.98
LIMITS OF PAVEMENT REMOVAL
TURNOUT
REMOVE EXISTING
N 2209566.82, E 6119335.55
LIMITS OF PAVEMENT REMOVAL
REMOVE TRACK
N 2210030.18, E 6118728.16
LIMITS OF PAVEMENT REMOVAL
N 2209747.99, E 6118840.13
LIMITS OF PAVEMENT REMOVAL
N 2209546.97, E 6119018.35
LIMITS OF PAVEMENT REMOVAL
N 2209888.03, E 6118874.43
LIMITS OF PAVEMENT REMOVAL
JOHNSON ROAD UTILITY BANK
REPAIR PROJECT)
UNDER JOHNSON RD
(TO BE REMOVED
OHP LINES
REPAIR PROJECT)
UNDER JOHNSON RD
(TO BE REMOVED
OHP LINES
REPAIR PROJECT)
UNDER JOHNSON RD
(TO BE REMOVED
OHP LINES
REPAIR PROJECT)
UNDER JOHNSON RD
(TO BE REMOVED
OHP LINE
N 2209833.2, E 6118577.54
LIMITS OF TRACK REMOVAL
N 2209559.55, E 6119374.44
LIMITS OF PAVEMENT REMOVAL
N 2209424.42, E 6119451.75
LIMITS OF PAVEMENT REMOVAL
N 2209437.31, E 6119468.81
LIMITS OF PAVEMENT REMOVAL
N 2209721.85, E 6119124.63
LIMITS OF PAVEMENT REMOVAL
N 2209943.69, E 6118793.05
LIMITS OF PAVEMENT REMOVAL
REMOVE EXISTING ASPHALT PAVEMENT
N 2209962.64, E 6118805.71
LIMITS OF PAVEMENT REMOVAL
N 2209908.69, E 6118888.24
PAVEMENT REMOVAL
LIMITS OF
N 2209842.82, E 6118984.34
PAVEMENT REMOVAL
LIMITS OF
N 2209629.83, E 6119164.34
LIMITS OF PAVEMENT REMOVAL
PROTECT EXISTING WATER VALVE IN PLACE
CONTRACT
UNDER JOHNSON RD
LIGHT POLE REMOVED
JOHNSON RD REPAIR PROJECT)
OHP POLE (TO BE REMOVED UNDER
JOHNSON RD REPAIR PROJECT)
OHP POLE (TO BE REMOVED UNDER
REMOVE FOUNDATION.
FOR REINSTALLATION AT NEW LOCATION.
SALVAGE POLE AND LIGHT HEAD
RELOCATE LIGHT POLE.
ASPHALT PAVEMENT
REMOVE EXISTING
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
-1
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
C O
N C
O R
D
C A
L
IF
O R
O J E
C T
M U
N
IT
IO
N S C
E N
T E
R
M O
T C
R E
N G
IN
E E
R
IN
G
IN
C
O M
A H
A
N E
B R
A S
K A
S T
H S
T R
E
J S
T S
A C
R A
M E
N T
O
C A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R E
P A
IR
R
A
IL
C
U R
V E
S T -1 B
R
ID
G E R
A
IL
A
N D C
A T
W A
L K
M
A Y
N
G I
N E
E R
LAN
O
I S
S E
F O
R P
WILLIAM A.
A T
E OF NEBRA
S
13.41
FD BC 5144
13.09
CP 42 M
AG
13.31
CP 45 M
AG
10.72
CP 250
8.50
FD BD 5144
PB
S D
S D
SD
E
N
E
6.
4.
3.
9.
3.
5.
CD102SCALE: 1:50 50' 100'0
NORTH
PLAN
L
K R
U S
E
W J
A N
S E
N
W J
A N
S E
N
N
B A
G N
IE
W S
K I
JOHNSON ROAD
PI
CKETT
R
OAD
HOLM
ES
R
OAD
CURVE
C
ONNECTI
ON
CD102
L
K R
U
J
A N
S
J
A N
S
B A
G N
IE
W S
K I
B A
S E B
ID
D E
M O
L
IT
IO
N P
L A
N B
A S
E B
ID
D E
M O
L
IT
IO
N P
L A
DEMOLITION PLAN - CURVES 13, 14, 15 & 16
TRACK B261
TRACK
B2
TR
A C
K C
TR
A C
K C
TR
A C
K C
TR
A C
K C
TR
A C
K C
TR
A C
K C
TR
A C
K C
TR
A C
K C
TR
A C
K C
TR
A C
K C
TR
A C
K C
TR
A C
K C
TR
A C
K B
TR
A C
K C
TRACK B265
TRACK
B2
TRACK
B2
TRACK
B2
TRACK B272
C U
R V
E S
A
N D
C
U R
V E
S
A
N D
CD102
FULL-DEPTH REMOVAL AND REPLACEMENT.
PLAN (CP-SERIES SHEETS) FOR LIMITS OF MILLING AND SURFACING VS.
MILLING OR FULL-DEPTH REMOVAL. SEE ASSOCIATED ROADWAY CROSSING
2. AREAS DESIGNATED AS PAVEMENT REMOVAL MAY REQUIRE PAVEMENT
PROTECT EXISTING UTILITIES IN PLACE UNLESS OTHERWISE NOTED.1.
GENERAL NOTES
R E
V
IS
E D P
O L E R
E M
O V
A L /R
E L
O C
A T
IO
N N
O T
E S
A D
D E
D G
E N
E R
A L N
O T
E R
E G
A R
D
IN
G P
A V
E M
E N
T R
E M
O V
A
/1 /2 l2edsddk Polygon l2edsddk Polygon l2edsddk Polygon l2edsddk Text Box
3. All work on rail curves 13-14 is removed from solicitation.
REMOVE TRACK
REMOVE TRACK
REMOVE TRACK
REMOVE TRACK
REMOVE TRACK
REMOVE TRACK
REMOVE TURNOUT
ASPHALT PAVEMENT
REMOVE EXISTING
REMOVE TURNOUT
REMOVE TURNOUT
SAN. SEWER LINE
WATER MAIN
N 2208681.89, E 6122710.13
LIMITS OF TRACK REMOVAL
N 2208630.35, E 6122902.91
LIMITS OF TRACK REMOVAL
N 2208579.92, E 6123129.06
LIMITS OF TRACK REMOVAL
N 2208643.98, E 6122793.11
LIMITS OF TRACK REMOVAL
N 2208010.12, E 6123648.80
LIMITS OF TRACK REMOVAL
N 2208216.01, E 6123616.66
LIMITS OF TRACK REMOVAL
N 2208225.23, E 6123651.88
LIMITS OF TRACK REMOVAL
N 2208323.34, E 6123638.56
LIMITS OF TRACK REMOVAL
N 2208518.44, E 6123435.33
LIMITS OF TRACK REMOVAL
N 2208506.16, E 6123375.57
LIMITS OF PAVEMENT REMOVAL
N 2208453.53, E 6123330.85
LIMITS OF PAVEMENT REMOVAL
LIGHTING HANDHOLE IN PLACE
PROTECT EXISTING LIGHT POLE AND
N 2208471.77, E 61233315.60
LIMITS OF PAVEMENT REMOVAL
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
-1
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
C O
N C
O R
D
C A
L
IF
O R
O J E
C T
M U
N
IT
IO
N S C
E N
T E
R
M O
T C
R E
N G
IN
E E
R
IN
G
IN
C
O M
A H
A
N E
B R
A S
K A
S T
H S
T R
E
J S
T S
A C
R A
M E
N T
O
C A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R E
P A
IR
R
A
IL
C
U R
V E
S T -1 B
R
ID
G E R
A
IL
A
N D C
A T
W A
L K
M
A Y
N
G I
N E
E R
LAN
O
I S
S E
F O
R P
WILLIAM A.
A T
E OF NEBRA
S
.2
C
P
R
B C
A P
.9
C
P
M
A G
ELEC BOX
COMM BOX
STREET LIGHT
PALM TREE
OLD
R/
R
TRACKS
P O
W E
R
P
O L E
P O
W E
R
P
O L E
10+00
11+00
12+00
13+00
14+00
15+00
15+48 15+48
10+00.00
POB
13+25.26
PI
15+47.84
POE
E
SCALE: 1:50
50' 100'0
N O
R T
H
P L
A N
CURVE 1
B R
O W
N R
MORDOH RD
K R
U S
E
W J
A N
S E
N
W J
A N
S E
N
N
B A
G N
IE
W S
K I
C U
R V
E
CD103
B A
S E B
ID
D E
M O
L
IT
IO
N P
L A
DEMOLITION PLAN - CURVE 17
TRACK A212
TRACK A213
T R
A C
K B
T R
A C
K B
M O
R D
O H R
D
T R
A C
K B
X
O
KEY MAP
CD103
FULL-DEPTH REMOVAL AND REPLACEMENT.
PLAN (CP-SERIES SHEETS) FOR LIMITS OF MILLING AND SURFACING VS.
MILLING OR FULL-DEPTH REMOVAL. SEE ASSOCIATED ROADWAY CROSSING
2. AREAS DESIGNATED AS PAVEMENT REMOVAL MAY REQUIRE PAVEMENT
PROTECT EXISTING UTILITIES IN PLACE UNLESS OTHERWISE NOTED.1.
GENERAL NOTES
A
D D
E D G
E N
E R
A L N
O T
E R
E G
A R
D
IN
G P
A V
E M
E N
T R
E M
O V
A L
/1
REMOVE TURNOUT
REMOVE TRACK
REMOVE TRACK
WATER MAIN
N 2209030.63, E 6121358.47
LIMITS OF TRACK REMOVAL
N 2208980.17, E 6121371.46
LIMITS OF TRACK REMOVAL
N 2208729.62, E 6121335.24
LIMITS OF TRACK REMOVAL
N 2208590.89, E 6121225.38
LIMITS OF TRACK REMOVAL
N 2208582.86, E 6121202.22
LIMITS OF TRACK REMOVAL S
O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
-1
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
C O
N C
O R
D
C A
L
IF
O R
O J E
C T
M U
N
IT
IO
N S C
E N
T E
R
M O
T C
R E
N G
IN
E E
R
IN
G
IN
C
O M
A H
A
N E
B R
A S
K A
S T
H S
T R
E
J S
T S
A C
R A
M E
N T
O
C A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R E
P A
IR
R
A
IL
C
U R
V E
S T -1 B
R
ID
G E R
A
IL
A
N D C
A T
W A
L K
M
A Y
N
G I
N E
E R
LAN
O
I S
S E
F O
R P
WILLIAM A.
A T
E OF NEBRA
S
PLAN
CD104
L
K R
U S
E
W J
A N
S E
N
W J
A N
S E
N
N
B A
G N
IE
W S
K I
CURVE 7
CURVE 8
L = 366.27'
DELTA = 38°27'49"
D = 10°30'00"
CURVE 7
A N
D E R S O
N R
D
TRACK B296
TRACK
B2
TRACK B290
DEMOLITION PLAN - CURVES 7 & 8
TRACK B234
TRACK B233
TRACK B307
TR
A C
K B
TR
A C
K B
1TR
A C
K B
TR
A C
K B
C U
R V
E S A
N D
KEY MAP
CD104
B A
S E B
ID
D E
M O
L
IT
IO
N P
L A
N
FULL-DEPTH REMOVAL AND REPLACEMENT.
PLAN (CP-SERIES SHEETS) FOR LIMITS OF MILLING AND SURFACING VS.
MILLING OR FULL-DEPTH REMOVAL. SEE ASSOCIATED ROADWAY CROSSING
2. AREAS DESIGNATED AS PAVEMENT REMOVAL MAY REQUIRE PAVEMENT
PROTECT EXISTING UTILITIES IN PLACE UNLESS OTHERWISE NOTED. 1.
GENERAL NOTES
A
D D
E D G
E N
E R
A L N
O T
E R
E G
A R
D
IN
G P
A V
E M
E N
T R
E M
O V
A L
/1
EXISTING GROUND
TRACK T/R
PROP LADDER
FOR 6" SUBDRAIN
SPECIAL DITCH LEFT/RIGHT
6" SUBDRAIN
LEFT/RIGHT FOR
SPECIAL DITCH
EXISTING CURVE 16 T/R
TRACK T/R
PROPOSED
CT507)
115RE RAIL (SEE DETAIL SHEET
CONSTRUCT NO. 9 RH HTTO
CURVE 16 STA 1606+79.78
SEE SHEET CP105
CONSTRUCT ROAD CROSSING
SEE SHEET CP110
CONSTRUCT ROAD CROSSING
SURFACE AND LINE AS NEEDED
SHIFT TRACK
UNDERGROUND COMM LINES
UNDERGROUND COMM LINE
WATER MAIN
SAN. SEWER LINE
SAN. SEWER LINE
STORM SEWER LINE
STORM SEWER LINE
SAN. SEWER LINE
UGE LINE
WATER MAIN
SAN. SEWER LINE
UNDERGROUND COMM LINES
STORM SEWER LINESAN. SEWER LINE
CONSTRUCT 6" SUBDRAIN
CONSTRUCT 6" SUBDRAIN
PROTECTION SYSTEM IN PLACE
PROTECT EXISTING LIGHTNING
PROTECTION SYSTEM IN PLACE
PROTECT EXISTING LIGHTNING
CONSTRUCT TRACK
JOHNSON ROAD UTILITY BANK
REPAIR PROJECT)
UNDER JOHNSON RD
(TO BE REMOVED
OHP LINE
REPAIR PROJECT)
UNDER JOHNSON RD
(TO BE REMOVED
OHP LINE
REPAIR PROJECT)
UNDER JOHNSON RD
(TO BE REMOVED
OHP LINE
REPAIR PROJECT)
UNDER JOHNSON RD
(TO BE REMOVED
OHP LINES
REMOVE FOUNDATION
REINSTALLATION AT NEW LOCATION.
SALVAGE POLE AND LIGHT HEAD FOR
RELOCATE LIGHT POLE:
FROM ADJACENT LIGHTING SYSTEM DUCTBANK.
INSTALL NEW FOUNDATION AND CONNECT POWER
TRACK CENTERLINE.
10-FT MIN. OFFSET FROM PROPOSED
PROPOSED RELOCATED LIGHT POLE LOCATION:
JOHNSON ROAD UTILITY BANK (TYP)
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
-1
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
C O
N C
O R
D
C A
L
IF
O R
O J E
C T
M U
N
IT
IO
N S C
E N
T E
R
M O
T C
R E
N G
IN
E E
R
IN
G
IN
C
O M
A H
A
N E
B R
A S
K A
S T
H S
T R
E
J S
T S
A C
R A
M E
N T
O
C A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R E
P A
IR
R
A
IL
C
U R
V E
S T -1 B
R
ID
G E R
A
IL
A
N D C
A T
W A
L K
M
A Y
N
G I
N E
E R
LAN
O
I S
S E
F O
R P
WILLIAM A.
A T
E OF NEBRA
S
13.31
CP 45 M
AG
10.72
CP 250
8.50
FD BD 5144
S D
S D
SD
2+
3+
4+
2+ .0 0P
C
.1 8P
T
.3 1P C
.1
0P T
.0
P C
.3
P T
.0
P
O B
.0
P
C
.1
P
T
.3
P
O E
.0
P
O B
.1
P I
.0
P
O E
X
.0
P O
B
.6
P O
B
.5
P
T
.3
P
C
.7
P T
.5 9P C
.8 5P
C
.1 3P
T
E
1.
8.
8.
7.
9 9
.0 0P O
B
.7 8P C
.4
P T
.9
P
O E
.0
P O
B
.5
P I
S ub dr ai n
.8
O ff 5.
1.
2m
S ta 1+
.2
E le v .0
E
1599+001600+001601+001602+001603+001604+001605+001606+001607+001608+001609+001610+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
S ta .7
J o h n s o n R d
S ta .6
M il le r
R dPt. Sw. No. 9 RH HTTO
Sta. 1606+79.78
Elev 12.15
P V I .9
E le v .7
P V I .4
E le v .0
0.17%
P V I .0
E le v
.2
P V
C
.8
E le v
.0
P V I .8
E le v
.2
P V
T
.8
E le v
.7
P V
C
.3
E le v
.9
P V I .3
E le v
.5
P V
T
.3
E le v
.3
P V I .9
E le v
.8
0.27% -0.95%
-0.25%
Dir Crest
L 100.00'
R -1.22
Dir Sag
L 100.00'
R 0.70
P V I .8
E le v .7
P V I .1
E le v .4
0.53%
CT10650' 100'0 0 5' 10'SCALE: 1:50
K R
U S
E
W J
A N
S E
N
W J
A N
S E
N
N
B A
G N
IE
W S
K I
B A
S E B
ID
T
R A
C K P
L A
N A
N D P
R O
F
IL
PLAN - CURVE 16
PLAN
JOHNSON ROAD
HOLMES
R
OAD
CURVE 15
CURVE 16
CURVE
C
ONNECTI
ON TR
A C
K C
TR
A C
K C
TR
A C
K C
TR
A C
K C
TR
A C
K C
TR
A C
K C
TR
A C
K C
TR
A C
K C
TR
A C
K C
TR
A C
K C
TR
A C
K C
T R
A C
K C
TR
A C
K B
TRACK B261
PI
CKETT
R D
TRACK
B2
TRACK B265
TRACK
B2
C U
R V
E
CT106
KEY MAP
L = 560.63'
DELTA = 67°09'08"
D = 12°00'00"
CURVE 16
TOP-OF-RAIL PROFILE - CURVE 16
PROJECT, SACRAMENTO DISTRICT PROJECT NUMBER 88765.
PLAN DETAILS AND SPECIFICATIONS OF THE JOHNSON ROAD REPAIR
RELOCATED LIGHT POLES SHALL BE INSTALLED IN ACCORDANCE WITH THE 4.
3. SEE SHEET CT501 FOR TRACK TYPICAL SECTIONS.
2. SEE SHEET CT310 FOR GRADING CROSS SECTIONS.
PROTECT EXISTING UTILITIES IN PLACE UNLESS OTHERWISE NOTED. 1.
GENERAL NOTES
R
E V
IS
E D A
D D
E D N
O T
E S R
E G
A R
D
IN
G L
IG
H T P
O L E R
E L
O C
A T
IO
N
/1
VARIES - SEE PLAN FOR DETAILSVARIES - SEE PLAN FOR DETAILS
EG VARIES
EG VARIES
CP501
A1
SCALE: NTS
C1
SCALE: NTS
2.00% 2.00%
1 2'-0"
CL
C L
2% MIN.2% MIN.
4.5" THICK ASPHALTIC CONCRETE
6" THICK AGGREGATE BASE COURSE
6" PARTIAL SUBGRADE REPLACEMENT
GEOTEXTILE FABRIC
PAVEMENT
TO AREAS ADJACENT TO EXISTING
*SHOULDER DETAIL DOES NOT APPLY
AND 18" SUBBASE)*
2' SHOULDER (6"AB
AND 18" SUBBASE)*
2' SHOULDER (6"AB
VARIES VARIES
L
K R
U
B A
G N
IE
W S
K I
W J
A N
S E
N
W J
A N
S E
N
NEW ASPHALT ROAD SECTION
NEW ASPHALT PAVEMENT DETAILS
SCALE: NTS
E1
NEW AGGREGATE ROAD SECTION
SUBBALLAST
8" COMPACTED
AGGREGATE ROAD 10'-0"
5'-0" 5'-0"
(TOP 6" COMPACTED)
EXISTING SUBGRADE
R O
A D
W A
Y T
Y P
IC
A L S
E C
T
IO
N S
R O
A D
W A
Y T
Y P
IC
A L S
E C
T
IO
N S
R O
A D
W A
Y T
Y P
IC
A L S
E C
T
IO
N S
R O
A D
W A
Y T
Y P
IC
A L S
E C
T
IO
N S
6" THICK AGGREGATE BASE COURSE
6" PARTIAL SUBGRADE REPLACEMENT
GEOTEXTILE FABRIC
ADJACENT TO CROSSING PANELS
7" THICK ASPHALTIC CONCRETE
(TOP 6" COMPACTED)
EXISTING SUBGRADE
(TOP 6" COMPACTED)
EXISTING SUBGRADE
(12" THICK AT CURVE 17 BROWN RD)
6" THICK AGGREGATE SUBBASE
(12" THICK AT CURVE 17 BROWN RD)
6" THICK AGGREGATE SUBBASE
Section 31 00 00.
shall be thouroughly blended to create a uniform soil mixture per the requriements of from 6 inches to 12 inches. Prior to recompaction the top 12 inches of subgrade material existing subgrade to be compacted below the geotextile fabric layer shall be increased
2. When more than one type of soil classification is present in the subgrade the depth of the requirements of Section 31 00 00.
materials. Existing subgrade and subgrade replacement layers shall be compacted per of existing pavement section may be reused if it meets the requirements for satisfactory materials as specified in Sections 31 00 00. Existing material excavated during removal
1. Material for 6" partial subgrade requirement shall meet the requirements for satisfactory
Notes:
F8
SCALE: NTS
TO REMAIN
EXISTING PAVEMENT
AND PROPOSED PAVEMENT
TACK COAT BETWEEN EXISTING
FOR PROPOSED PAVEMENT ELEVATIONS.
COURSE. SEE ROADWAY PROFILES
FINAL LIFT TO BE 1 1/2" SURFACE
RAISE WITH BINDER COURSE.
MILL AND OVERLAY SECTION DETAILS
A
D D
E D M
IL
L A
N D O
V E
R L
A Y S
E C
T
IO
N D
E T
A
IL
/1 /2
VARIABLE MILL DEPTH
AS NEEDED AND RESURFACED
EXISTING PAVEMENT MILLED
COURSE OVERLAY
MINIMUM 1 1/2" SURFACE
EXISTING SUBGRADE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
-1
A N
S I
D
S A
C R
A M
E N
T O D
IS
T R
IC
T
C O
N C
O R
D
C A
L
IF
O R
O J E
C T
M U
N
IT
IO
N S C
E N
T E
R
M O
T C
R E
N G
IN
E E
R
IN
G
IN
C
O M
A H
A
N E
B R
A S
K A
S T
H S
T R
E
J S
T S
A C
R A
M E
N T
O
C A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R E
P A
IR
R
A
IL
C
U R
V E
S T -1 B
R
ID
G E R
A
IL
A
N D C
A T
W A
L K
M
A Y
N
G I
N E
E R
LAN
O
I S
S E
F O
R P
WILLIAM A.
A T
E OF NEBRA
S
| 10174593_CD100TRX |
| 10174593_CD101TRX |
| 10174593_CD102TRX |
| 10174593_CD103TRX |
| 10174593_CD104TRX |
| 10174593_CT107TRX |
| 10174593_CP501RDX |
File details come from the government source that posted it. Updated .