W912PL-17-R-0046_Drawings_2_Civil_Sheets.pdf
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W912PL-17-R-0046 Drawings 2
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AS SHOWN
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B N
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C -D
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HOUSING ESTATES
GREEN RIVER
SCALE: 1 IN. = 20 FT.
3.
SEE SHEET T-6 FOR LOCATIONS OF EXIST. UTILITIES.2.
NOTES:
PERMANENT EASEMENT
R
K W
A N
020 20 40 FT
SCALE: 1'' = 20'
W
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C-D1
LINE E1
CONTROL
ROAD, P.I.P.
EXIST. MAINT.
1.
PERMANENT EASEMENT
TO REMAIN
PROTECTION
STONE BANK
GROUTED
EXISTING
IN PLACE
PROTECTED
WALL TO BE
CUTOFF
CONCRETE
EXIST.
A R
E A A O
F E
A S
T S
ID
E
P L
A N F
O R R
E M
O V
A L O
F E
X
IS
T
IN
G R
IP
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A P
LINE E2
CONTROL
W
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P
R M
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T E
A S
E M
E N
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SEE NOTE 1.
BURIED RIPRAP.
EXISTING 3' THICK
APPROX. LIMIT OF
SALVAGE THE MATERIAL.
THE CONSTRUCTION OF NEW WORK, AND
REMOVE EXISTING RIPRAP AS REQUIRED FOR
BR 30.2
BRIDGE
BNSF
EXIST.
E1 AND E2.
SEE SHEET C-E1A FOR DATA OF CONTROL LINES
C-2
/3
P.I.P.
EXISTING RIPRAP.
APPROX. LIMIT OF
BNSF ROW
NTS
P.I.P.
RIPRAP,
EXISTING
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12'
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VALUE ENGINEERING PAYS
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AS SHOWN
N
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B N
S F
C -D
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G N
MOBILE HOME PARK
GREEN RIVER
SCALE: 1 IN. = 20 FT.
NOTES:
E 1,570,600 N
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P E
R M
A N
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T E
A S
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T
R
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A N
24-IN GROUTED STONE
LIMIT OF REMOVAL FOR EXIST.
020 20 40 FT
SCALE: 1'' = 20'
W
D
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P
C
M C
A L P
IN
E
PERMANENT EASEMENT
C-D2
S T
A
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P
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X I S
T I N
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M O
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T O
N E
H O
M E
P
A R
K E
X I S
T I
B I
PROTECTION
TOE OF BANK
T
O
V A
R
IE
S F
R O
M
CONTROL LINE
2%
R/W
P.I.P.
EXIST. V-DITCH,
#4@12" O.C.
POINT OF EXCAVATION
BENCH AT HALFWAY
A
A
LEGEND:
BANK PROTECTION
REMOVAL OF EXIST.
BANK PROTECTION
DERRICK STONE
TOE OF EXIST.
GROUTED STONE
TOE OF EXIST.
GROUTED STONE
TOE OF EXIST.
STONE
DERRICK
EXIST.
SALVAGE
TYPICAL SECTION A-A
LINE E2
CONTROL
LINE E1
CONTROL
N.T.S.
N.T.S.
PROTECTION
TOP OF BANK
EXIST.
THIS SHEET
SEE DETAIL ON
STONE SLOPE,
ALONG GROUTED
CUTOFF WALL
EXIST. CONC.
REMOVE
P.I.P.
BANK PROTECTION,
EXIST. DERRICK STONE
AREA, P.I.P.
TURN AROUND
VEHICULAR
EXIST.
P.I.P.
BANK PROTECTION,
GROUTED STONE
EXIST. 24-IN
S T
A
L I N
E
E
C
O N
T R
O L
ROAD, P.I.P.
EXIST. MAINT.
EXIST. V-DITCH, P.I.P.
APPROX. EXIST. GROUND
GROUTED STONE
REMOVE EXIST. 24"
P.I.P.
EXIST. M.H.P. FENCE,
DETAIL OF EXIST. CONC. CUTOFF WALLEXCAVATION
1.5
1.5
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IN
G B
A N
K
C-3
ELEVATIONS IN BACKFILL AREA.
SEE SHEET C-E7 AND C-E8 FOR FINISHED GRADE 3.
E2.
SEE SHEET C-E1A FOR DATA OF CONTROL LINES E1 AND 2.
SEE SHEET T-6 FOR LOCATIONS OF EXIST. UTILITIES.1.
W
D
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P
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BNSF ROW
EXIST. 6'' ABC
SALVAGE
REMOVE AND
GROUTED STONE
EXIST. 24"
WALL
EXIST. CUTOFF
F
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A
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ASPH
A S P
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SCHADWICK RD
ASPH
A D
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SANTA ANA RI
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DD
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040 40 80 FT
SCALE: 1'' = 40'
C-E1
P L
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C -E
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IV
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H
MAINT. ROAD
EXIST. ~
V A R
IE
S
S
LO
P E
1V : 2 H
CUTOFF WALL
EXIST. CONC.
REMOVE
STA. 31+20
BEGIN WALL
IV
:2
H
MOBILE HOME PARK
GREEN RIVER
HOUSING ESTATES
GREEN RIVER
SCALE: 1 IN. = 40 FT.
CUTOFF WALL
JOIN EXIST.
STA. 37+61.35
RAMP
CONC.
RAMP
ACCESS
CURBCO
NC.
V-DITCH
CONC.
SHEET C-SD2
RCP, SEE
48-IN DIA.
MAINT. ROAD
EXIST.
CHADWICK ROAD
SHEET C-SD1
RCP, SEE
48-IN DIA.
V-DITCH
CONC,
V -D
IT
C H
C O
N C
STONE8' T
HIC
K D
ERRIC
K
END WALL
LINE E1
CONTROL
LINE E2
CONTROL
LI
N E E
C O
N
TR
O L
LINE E1
CONTROL
STONE
DERRICK
8' THICK
CONTROL LINE E2
2.
SEE SHEET T-6 FOR LOCATIONS OF EXIST. UTILITIES.1.
NOTES:
LINING
G. S.
TOP OF
OF
BRI
DGE
ABUTM
ENT
EAST
G. S.
TOP OF
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
P E
R M
A N
E N
T E
A S
E M
E N
T
PERMANENT EASEMENT
CONSTRUCTION EASEMENT
TEMPORARY
GROUP 2
EXIST. PIER
GROUP 3
EXIST. PIER
G .S
.TO
E O
F
G .S
.TO
P O F
CONTROL LINE
ACCESS ROAD
N
,8
E 1,570,600 E 1,570,600 N
,0
N
,8
E 1,570,200
3.
STA 33+68
BRIDGE DECK
BEGIN EXIST.
DIAPHRAGM WALL
EAST ABUTMENT
STA 34+31.8
BRIDGE DECK
END EXIST.
P E R
M A
N E
N T E
A S E
M E
N T
PERM
ANENT
EASEM
ENT
P E
R M
A N
E N
T E
A S
E M
E N
T P
E R
M A
N E
N T E
A S
E M
E N
T
PERMANENT EASEMENT
E A
S E
M E
N T
C O
N S
T R
U C
T
IO
N
T E
M P
O R
A
Y
K W
A N
W
D
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P
W
D
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P J S
H
IE
H
ROAD
MAINT.
M
AI
NT.
R
O
AD
RAMPS
ACCESS
S T
A T
IO
N E
Q U
A T
IO
N
ROAD
DIRT
EXIST.
G.S.
TOP OF
GROUTED STONE
FOR EXIST. 24-IN
LIMIT OF REMOVAL
C-P2 AND C-P3.
PIER GROUPS, SEE SHEETS
PROTECTION FOR EXIST.
AREA
TURN AROUND
VEHICULAR
EXIST.
E A
D
V .5
H
A
H E
A D
.2
B
A C
K
E Q
U A
T
IO
N
S T
A T
IO
N
AND SECTIONS.
GRADING PLAN, PROFILES
FOR ENLARGED VIEW OF
SEE SHEETS C-E4 THRU C-E6
AREA A OF EAST SIDE.
SHEET C-E12
ROAD, SEE
EAST ACCESS
GROUP 1
EXIST. PIER
FOR DETAIL
ROAD, SEE SHEET C-E12
15' WIDE EAST ACCESS TO REMAIN
PROTECTION
G.S. BANK
EXIST. 24-IN
PROFILES AND CROSS SECTIONS.
SEE SHEETS C-E2, C-E3, C-E5, C-E10 AND C-E12 FOR
AND SECTIONS.
GRADING PLAN, PROFILES
FOR ENLARGED VIEW OF
SEE SHEETS C-E7 THRU C-E8
AREA B OF EAST SIDE.
C K
3.
RAMP/MAINTENANCE ROAD AND CONC. RAMP AND LANDING AREA
SEE SHEET C-E11 FOR PAVEMENT SECTION OF ACCESS
E1 AND E2.
SEE SHEET C-E1A FOR DATA OF CONTROL LINES
C-4
/3
BNSF ROW
BNSF ROW
LEGEND:
GROUTED STONE
AREA
LANDING
CONC.
1V: 2.25H
RAMP
SERVICE
SLOPE
CUT
TOE OF
H.O.A ACCESS ROAD
RECONSTRUCT
CONCRETE PAVEMENT
ASPHALT PAVEMENT
DIAPHRAGM WALL
EAST CONC. SLURRY
DIAPHRAGM WALL
EAST CONC. SLURRY
TO REMAIN
STATION
LIFT
SEWAGE
EXIST.
OF
CUT
DAYLI
GHT
WALL AND TIE RODS
EXIST. SHEET PILE
TO REMAIN
PROTECTION
BANK
24'' G.S.
EXIST.
P.I.P.
EXIST. TREES,
BRIDGE BR 30.2
EXIST. BNSF
FOR DETAIL
SHEET C-E10
WALL, SEE
CUTOFF
CONC.
SEE SHEET C-SD3
PIPE AND MANHOLE
24-IN DRAINAGE
RECONSTRUCT
REMOVE AND
G. S.
OF
TOP
ROAD
MAINT.
D E
S
IG
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D B
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D R
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S F
C -E
A .d g n
421 422 423 424 425
422424
NORTHING
EASTING
R =
T =
L =
16.98'
32.73'
37°30'27"
625,133.19
1570,405.17
50'
52°33'10"
49.37'
91.72'
625,272.78
1,570,297.96
100'
35^30'09"
16.01'
30.98'
625,349.53
1,570,318.56
50'
82°19'14"
39.34'
64.65'
625,420.12
1,570,292.20
45'
21°00'00"
11.12'
21.99'
625,542.06
1,570,358.30
60'
P. I.
CONTROL LINE E2
CONTROL LINE E1
CONTROL LINE E1
CONTROL LINE E2
CONTROL LINE E2
N
E 1,570,400
N
,8
N
,6
N
,4
N
,2
STATION NORTHING EASTING BEARING LENGTH
35+31.35
37+61.35
39+29.27
624,965.82
625,020.82
625,085.39
625,259.86
625,449.59
625,546.28
625,673.51
625,811.14
625,840.23
36+31.35
1,570,405.24
1,570,405.21
1,570,397.75
1,570,263.74
1,570,288.59
1,570,314.12
1,570,340.82
1,570,357.65
1,570,360.84
65.00'
29.27'
N 0°02'03" W
N 6°35'04" W
N 37°31'37" W
N 7°27'43" E
N 14°47'26" E
N 11°51'03" E
N 6°14'50" E
N 6°58'24" E
220.00'
191.35'
100.00'
130.00'
138.65'
55.00'
E 1,570,200
CONTROL LINE E1
N
,0
N / A
CONTROL LINE E2 - CURVE DATA
STATION NORTHING EASTING BEARING LENGTH
CONTROL LINE E2
42+18.74 625,020.82 1,570,405.21 N 0°01'10" W 95.40'
N 37°31'37" W
43+14.14
43+46.87
44+56.53
625,116.22
625,146.66
625,233.62
45+48.25 625,320.46
45+62.34 625,334.07
45+93.32 625,364.52
46+13.33 625,383.27
46+77.99 625,438.69
46+87.07 625,442.97
47+27.18 625,460.30
47+56.68 625,474.94
48+22.88 625,532.41
48+44.87 625,553.05
49+59.08 625,665.94
N 15°01'32" E 14.09'
N 20°28'37" W 20.01'
N 64°24'47" E 40.11'
N 60°14'49" E 29.50'
N 29°45'11" W 66.20'
N 8°45'11" W
N 61°50'36" E
1,570,405.17
1,570,394.83
1,570,328.03
1,570,310.76
1,570,314.41
1,570,312.96
1,570,305.96
1,570,326.88
1,570,334.89
1,570,371.06
1,570,396.67
1,570,363.82
1,570,356.61
1,570,339.23
109.66'
9.08'
114.21'
POINT
POINT
E A
S T S
ID
E P
R O
T E
C T
IO
N
C O
N T
R O
L L
IN
E S E
A
N D E
G E
O M
E T
R
IC
C
O N
T R
O L
NOTES:
REFER TO SHEET C-E1 FOR PLAN VIEW
R
K W
A N
D A W
D
IE
P
W
D
IE
P
30+00.00
30+55.00
31+20.00
33+40.00
39+00.00
C-E1AC-5
/3
IP
N C
R E
T E S
L U
R R
Y
C
IP
C O
N C
R E
T E S
L U
R R
Y
DIAPHRAGM WALL
CIP ABUTMENT
DIAPHRAGM WALL
CIP ABUTMENT
SAFETY PAYS
VALUE ENGINEERING PAYS
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
A P
P R
O V
A L
D A
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S Y
M B
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D E
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D B
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SHEET
U .S
A R
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IN
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R D
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N G
E L E
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6/29/2017Plot Date:
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ID
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C A
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A
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G E P
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A N
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IV
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H A
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A C
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S A
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P A
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U N
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R W
O O
D P
E
S P
E C
N O
W P
L -1
-R -0
470470
470470
30+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+00
E L
E V
A T
IO
N
U S S
U R
V E
Y F
E E
T
E L
E V
A T
IO
N
U S S
U R
V E
Y F
E E
T
310 310
PROFILE FOR CONTROL LINE E1
C-E2
B N
S F
C -E
.D
G N
STONE
GROUTED
TOP OF
EL.340
AT CONTROL LINE E1
GROUND SURFACE
APPROX. EXIST.
EL. 401 EL. 398
DIAPHRAGM WALL
IN CONTACT WITH EAST
TOP OF GROUTED STONE
STONE
GROUTED
TOP OF
CUTOFF WALL
JOIN EXIST. CONC.
STONE
GROUTED
TOP OF EXIST.
SOFFIT
EXIST. BRIDGE
S T
A
.7TOE STONE
WITH DERRICK
GROUTED STONE
TOE OF
S T
A
.2
EL.394
R
K W
A N
SHEET S-3
REFER TO
EL.353
EL.350
EL.357
P R
O F
IL
E F
O R C
O N
T R
O L L
IN
E E
P R
O T
E C
T
IO
N O
N E
A S
T S
ID
E
STATION
31+20
POINT DESCRIPTION
30+55
33+12
33+25
33+38
33+68
A
B
STATIONZONE
STATIONPOINT
39+29.27
DESCRIPTION
38+25
38+75
TOP OF GROUTED STONE CALLOUT
433.00
433.00
432.13
431.00
430.00
431.00
433.50
434.50
438.00
438.00
439.00
32+02.86
TOP OF WALL CALLOUT
TOP OF WALL CALLOUT
TOP OF WALL CALLOUT
BEGIN EXIST. BRIDGE DECK
34+01.50
34+21.50
34+31.80 END EXIST. BRIDGE DECK
34+41.50
33+81.50
CENTERLINE OF EAST T WALL 4
35+31.35
36+31.35
37+61.35 END EAST DIAPHRAGM WALL
TOP OF WALL CALLOUT
439.00
TOP OF GROUTED STONE CALLOUT
123456
121314
37+02.35 438.00
171819
FEATURES OF TOP OF EAST DIAPHRAGM WALL
W
D
IE
P
D
431.56
431.82
432.08
432.34
TOP OF WALL CALLOUT
STONE
WITH DERRICK
GROUTED STONE
TOE OF
ZONE LIMITS OF EAST DIAPHRAGM WALL
E
ABD E
S T
A
S T
A
STONE
DERRICK
STONE WITH
GROUTED
TOE OF EXIST.
STA. 32+95
DIAPHRAGM WALL
IN CONTACT WITH EAST
TOP OF GROUTED STONE
STA. 36+52
DERRICK STONE
STONE WITH
GROUTED
TOE OF EXIST.
FOR DETAIL
SHEET C-E10
WALL SEE
CONC. CUTOFF
O U
T L
E T
V D
IT
C H
TOP OF WALL CALLOUT/START CONC. RAMP
C-6
BANK PROTECTION
GROUTED STONE
D
IP
C
R O
S S
IN
G
C E
S
E E S
H T
C E
S
E E S
H T
S T
A
.3
T-WALL
L = 69'L = 229.35'
S T
A
S T
A
R E
A C
H P
H
A E
X
IS
T
IN
G S
T A .2
L = 277.27'
S T
A
H O
M E P
A R
K E
X
IS
T
M O
B
IL
E
S T
A
GROUTED STONE BANK PROTECTION
L = 240'
S T
A
S T
A
AS SHOWN
ELEV ELEV
JOIN EXISTING GROUTED STONE
BEGIN EAST DIAPHRAGM WALL
CENTERLINE OF EAST T WALL 1
CENTERLINE OF EAST T WALL 2
CENTERLINE OF EAST T WALL 3
35+64 TO 37+61.35
31+20 TO 33+20
34+98.70 TO 35+64
33+20 TO 34+98.70
040 40 80 FT
HORIZ. SCALE: 1'' = 40'
VERT. SCALE: 1" = 20'
HORIZ. SCALE: 1" = 40'
EL.414
S T
A
L = 220'
DIAPHRAGM WALL
CONCRETE SLURRY
DIAPHRAGM WALL
CONCRETE SLURRY
S T
A
S T
A
L = 86' L = 37'
J S
H
IE
H
DIAPHRAGM WALL
ABUTMENT CONCRETE SLURRY
EL.414
EL.342
EL.357
/3
020 20 40 FT
SCALE: 1'' = 20'
AT R9PH2A - STA. 1519+00
JOIN EXISTING GROUTED STONE
BOTTOM OF WALL
GENERAL NOTES:
SEE SHEET S-15 FOR BULKHEAD BEAM DETAILS5.
T-WALL.
WALL AT STATION 37+61.35. REFER TO SHEET S-15 FOR DETAILS OF
TEST PANEL TO BE AT END OF EAST CONC. SLURRY DIAPHRAGM 4.
DIAPHRAGM WALL.
SEE SHEET C-E1 FOR PLAN VIEW OF EAST CONC. SLURRY 3.
SEE SHEET C-E10 FOR CROSS SECTIONS.2.
SEE SHEET C-E3 FOR PROFILE OF CONTROL LINE E2.1.
SEE SHEET C-SD-2
SIDE DRAIN #2,
STA. 36+67.35
SEE SHEET C-SD-3
SIDE DRAIN #3,
STA. 37+85.20
LINE
SCOUR
FOR DETAILS
SEE SJEET S-15
T-WALLS
S T
A
A N
G L
E P
O
IN
T
TOP OF WALL CALLOUT, ANGLE POINT
EL. 390
EL. 381EL. 384
EL. 381
EL. 384
SEE NOTE 4
T-WALL TEST PANEL
SEE SHEET C-SD1
SIDE DRAIN #1,
STA. 32+59.91
TOP OF WALL
EL.325
STA. 34+73
STA. 33+40
D E
S
IG
N E
D B
Y
D R
A W
N B
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C H
E C
K E
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A L
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S Y
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SHEET
U .S
A R
M Y E
N G
IN
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R D
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O O
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S P
E C
N O
W P
L -1
-R -0
450450
450450
41+0042+0043+0044+0045+0046+0047+0048+0049+0050+00
S T
A .7
S T
A .0
E L
.0
S T
A .0
E L
.5
S T
A .0
E L
.5
S T
A .0
E L
.0
S T
A .6
E L
.0
S T
A .8
E L
.0
J O
IN
L
IN
E E
A
T S
T A .0
E
L
.0
E L
E V
A T
IO
N
U S S
U R
V E
Y F
E E
T
E L
E V
A T
IO
N
U S S
U R
V E
Y F
E E
T
E L
.0
S T
A .0
L
IN
E E
A
T S
T A .6
J O
IN
C
O N
T R
O L
PROFILE FOR CONTROL LINE E2
AS SHOWN
B N
S F
C -E
.D
G N
STONE
GROUTED
TOP OF
AT CONTROL LINE E2
GROUND SURFACE
APPROX. EXIST.
040 40 80 FT
HORIZ. SCALE: 1'' = 40'
010 10 20 FT
VERT. SCALE: 1'' = 10'
VERT. SCALE: 1" = 10'
HORIZ. SCALE: 1" = 40'
R
K W
A N
P R
O F
IL
E F
O R C
O N
T R
O L L
IN
E E
P R
O T
E C
T
IO
N O
N E
A S
T S
ID
E
W
D
IE
P
W
D
IE
P A
H A
R R
IS
C-E3C-7
GENERAL NOTES:
/3
3. SEE SHEET C-E1 FOR EAST DIAPHRAGM WALL LAYOUT PLAN.
2. SEE SHEET C-E10 FOR CROSS SECTIONS.
1. SEE SHEET C-E2 FOR PROFILE OF CONTROL LINE E1.
A
IN
V
IS
U
N F
R O
M A
T
H E
R
IN
A
IN
R O
C K
S
S C
A T
T E
R
U S
H
A S P
H
D I
R T
D I
R T
435 4
5S
R O
C K
S
S
SCHADWICK RD
S
D I
R T
DD
35+00
36+00
37+00
38+00
39+00
39+29 39+29 4
74+00
74+64
+6
+6
81+00
82+00
+0
+7
+0
15'
.5
.5
SAFETY PAYS
VALUE ENGINEERING PAYS
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
A P
P R
O V
A L
D A
T E
S Y
M B
O L
D E
S C
R
IP
T
IO
N S
R E
V
IS
IO
N S
D
IS
T R
IC
T F
IL
E N
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S U
B M
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T E
D B
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C H
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F
D E
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F
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SHEET
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
L O
S A
N G
E L E
S
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6/29/2017Plot Date:
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IV
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S
ID
E C
O U
N T
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C A
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IF
O R
N
IA
B N
S F R
A
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R O
A D B
R
ID
G E P
R O
T E
C T
IO
N
L O
W E
R S
A N
T A A
N A R
IV
E
R C
H A
N N
E L
R E
A C
H
S A
N T
A A
N A R
IV
E
R M
A
IN
S T
E M
P A
U L J
U N
D E
R W
O O
D P
E
S P
E C
N O
W P
L -1
-R -0
AS SHOWN
N
PLAN
C-E4
FLOW
SANTA ANA RIVER
SCALE: 1 IN. = 20 FT.
SHEET C-SD2
RCP, SEE
48-IN DIA.
CHADWICK ROAD
R
K W
A N
W
D
IE
P
W
D
IE
P J S
H
IE
H
020 20 40 FT
SCALE: 1'' = 20'
1V: 2 .5H
WALL TO REMAIN
EXIST. RETAINING
P E
R M
A N
E N
T E
A S
E M
E N
T
P.I.
P.I.
P.I.
P.I.
V : 2 .5
H
1V: 2.5H
TO
D
R A
IN
G R
A D E T
O D
R A
IN
G R
A D
E
NOTES:
434.6
SWALE
LINED
RIPRAP
437.4
8.
CO
NC.
C
URB
LINE
FLOW
V-DITCH
CONC.
TOP
OF G
.S
C O
N C . C
U R
B
ROADMAI
NT.A.
C.
P
AVED
440.4
433.4
.8
.3
.8
434.5
T.O.W.
434.5
T.O.W.
433.5
AT 4
5%
RAMP
PAVED
CONC.
RAMPS
ACCESS
T.O .W
438.36
.3
A
A
G R
A D
IN
G P
L A
N
A R
E A A O
F E
A S
T S
ID
E
EASEMENT
PERMANENT
GATE TO REMAIN
DOUBLE-SWING
EXIST.
B N
S F
C -E
.d g n
C-8
F L
O W
ROAD
MAINT.
PAVED
A.C.
MANHOLE
REMOVE EXIST.
EASEM
EN
T
PER
M
AN
EN
T
24" GROUTED STONE
DERRICK STONE
STO
NE
" G
RO
UTED
/3
E
E
B
C
C
B
D
D
~ROAD
D.G.
EXIST.
ACCESS ROAD
GRHOA
RECONSTRUCT
REMOVE AND
CL E1
S T
A .2
V
H (T
Y P
P T . A
PT. B
PT. C
PT. D
PT. E
P T . F
PT. G
P T . H
PT.
I
PT. J
BNSF ROW
LEGEND:
GROUTED STONE
1V: 2.25H
5%
440.4
.5
438.75
7.
1%
2%
RAMPSERVIC
EBEGIN
439.5
RAM
PSERVI
CE
END
SLOPE
CUT
TOP OF
G1
LOL
G1
LOL
439.5
438.75
.8
BERMOF
EXI
ST.
JO
IN
T
OP
1V : 2.25H
OF C
UTDAYLIG
HT
AP 84
AP 85
AP 86
AP 87
AP 88
1,570,421.67
NORTHING
1,570,531.55
EASTING
1,570,385.77
1,570,381.36
1,570,375.54
1,570,376.76
1,570,452.14
1,570,567.19625,682.32
625,664.17
625,669.32
625,666.18
625,677.34
625,690.07
625,699.99
625,745.34
AP STATION
80+60
81+00
82+10
82+46.04
82+58.04
82+72.03
82+82.03
83+70
CONTROL DATA FOR LOL G2
AP
AP
LOL G1
AT
SLOPE
TOP OF
LOL G1
AT
SLOPE
TOP OF
438.5
AP
1V : 2.25H
AP
8.
C CONC.
V-DITCH
C CONC.
G2
LOL
V-DITCH
439.5
5'
5'
G2
LOL
G.
B
7.3
G.
B.
439.5 G. B.
G.
B.
G. B.
G. B.
LOL G2
AT
CUT SLOPE
TOE OF
ON C-E9
SEE DETAIL
CROSSING,
CONC. DIP
AP
NORTHING
EASTING
R=
T=
L=
B.C. STA.
E.C. STA.
72 73 74
625,516.60
1,570,380.43
35'
61.97'
42.80'
71+53.84
72+15.81
25.36'
45.20'
40'
625,650.72
1,570,391.46
73+33.20
72+88.00
13.26'
625,604.42
1,570,366.91
72+48.60
72+74.21
40'
25.61'
8.56'
16.92'
45'
625,537.05
1,570,435.99
71+46.00
71+29.08
A.P. STA. 70+25
1,570,520.03
625,612.05
A.P. OR P.I.
74+64.11
625,643.60
1,570,547.56
CONTROL DATA FOR LOL G1
21°32' 53'' 101°26' 55" 36°41' 18" 64°44' 56''
82+93 .8
439.0
83+58.30
A.C. PAVEMENT
JOIN EXIST.
PT. X
PT. Y
PT.
Z
D
IT
C H
BEG
IN
DITCH
END
EXIST. TREES, PIP
433.2
DITCH
TOP OF
35+21.35
433.4
432.9
SEE NOTE 3
T-WALL TEST PANEL,
FOR G1
PROFILE
SEE
SLOPE,
CUT/FILL
TOE OF
1V:2H CUT
TOP OF
1,570,318.19
A
B
C
D
E
F
G
H
I
NORTHING
1,570,363.56
J
EASTING
1,570,302.78
1,570,289.77
1,570,343.38
1,570,366.41
1,570,372.48
1,570,410.53
1,570,421.14
625,486.95
625,515.70
1,570,328.80625,543.20
625,482.50
625,492.64
625,447.76
625,439.35
625,612.69
625,734.50
625,784.14
PT.
CONTROL POINTS
X
Y
Z
1,570,498.69
1,570,521.09
1,570,534.43
625,711.40
625,728.73
625,710.76
1,570,371.88
NORTHING
1,570,375.68
EASTING
1,570,443.47625,756.46
625,713.35
625,711.06
STATION
625,838.23
ROAD LOL
MAINTENANCE
A.C.
625,730.69 1,570,400.62
1,570,379.10
625,716.18 1,570,364.17
ROAD FILL LIMITS
GRHOA ACCESS
CUT/FILL
LIMIT OF
SLOPE
JOIN EXIST.
81+05.12
SWALEBEGI
N
436.5
TOWARDS SWALE
TO DRAIN
AND GRADE
EL. 437 ±
FILL TO
.9
S W
A L E
E N
D
82+10
DITCH,
BEGIN
DITCH
END
2%
R=20'
(1V:2H)
OF FILL
TOE
FILL
LIMIT OF
APPROX.
+4
SWALETOP O
F
FLO
W L
IN
E
S W
A
LE
438.25
DIRT ROAD
DRAIN TO EXIST.
GRADE TO
S E
R V
IC
E R
A M
P
DIAPHRAGM WALL
EAST CONC. SLURRY
AP 90+00
AP 90+50
AP 90+80.38
AP 90+84.80
AP 90+94.06
AP 92+17.02
(SEE NOTE 5)
MAINTENANCE/H.O.A ACCESS ROAD
CONTROL DATA LOL FOR A.C.
AT EXIST. RIPRAP
GROUTED STONE
FOR DETAIL OF
SEE SHEET C-E10
CONCRETE PAVEMENT
ASPHALT PAVEMENT
E1
CL
E2
CL
E2
CL
TO REMAIN
LIFT STATION
EXIST. SEWER
ROAD LOL
GRHOA ACCESS
BANK PROTECTION
TOP OF 24" G.S.
(5' W x 10' L)
PROTECTION
RIPRAP
12" THICK
SLAB
CONC.
PIPE, SEE C-SD3
24-IN DRAINAGE
RECONSTRUCT
REMOVE AND
NOTE 5
WALL, SEE
RETAINING
PROFILE ON SHEET C-E5.
SHEET S-12, ALONG AC PAVED MAINTENANCE ROAD. SEE
CONSTRUCT RETAINING WALL TYPE A, PER DETAIL ON 5.
SLAB DETAILS.
RAMP/MAINTENANCE ROAD, CONC. PAVED RAMP, AND CONC.
SEE SHEET C-E11 FOR PAVEMENT SECTIONS OF ACCESS 4.
S-15 FOR DETAILS OF T-WALL.
DIAPHRAGM WALL AT STATION 37+61.35; REFER TO SHEET
TEST PANEL TO BE AT END OF EAST CONC. SLURRY 3.
SEE SHEET C-E11 FOR SECTIONS A-A, B-B, C-C, D-D, AND E-E.2.
AND RETAINING WALL.
SEE SHEET C-E5 FOR PROFILE ALONG LAYOUT LINES G1, G2, 1.
D E
S
IG
N E
D B
Y
D R
A W
N B
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C H
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D B
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A P
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C A
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A N
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A
IN
S T
E M
P A
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U N
D E
R W
O O
D P
E
S P
E C
N O
W P
L -1
-R -0
470470
470470
70+0071+0072+0073+0074+0075+00
E L
E V
A T
IO
N U .S S
U R
V E
Y F
E E
T
E L
E V
A T
IO
N U .S S
U R
V E
Y F
E E
T
E L
.1
S T
A .9
E L
.0
S T
A .8
E L
.3
S T
A .8
E L
.3
S T
A .6
E L
.3
S T
A .1
E L
.5
S T
A .1
E L
.0
S T
A .0
E L
.0
E L
.7
10.0%
4.0%
1.7%0.0%1.3%
-6.0%
-3.3% -10.0
S T
A .6
E L
.3
S T
A .3
E L
.3
1.1% -1.8% S
T A .8
J O
IN
A
P P
R O
X E
X
IS
T
G R
O U
N D
S T
A .2
J O
IN
A
P P
R O
X E
X
IS
T
G R
O U
N D
-5.4%
470470
470470
80+5081+0082+0083+0084+00
E L
E V
A T
IO
N U
S S
U R
V E
Y F
E E
T
E L
E V
A T
IO
N U
S S
U R
V E
Y F
E E
T
E L
.0
S T
A .0
E L
.0
S T
A .0
E L
.5
S T
A .0
E L
.5
S T
A .0
E L
.7
S T
A .0
E L
.7
E L
.3
3.3%
6.0%
0.0%2.1%
S T
A .0
E L
.2
S T
A .1
E
X
IS
T
G R
O U
N D
J O
IN
A
P P
R O
X
S T
A .3
E
X
IS
T
G R
O U
N D
J O
IN
A
P P
R O
X
460460
460460
90+0091+0092+0092+20
T W S
T A .0
E L
.5
T W S
T A .0
E L
.7
T W S
T A .0
E L
.7
T W S
T A .0
E L
.5
T W S
T A .0
E L
.5
T W S
T A .6
E L
.2
E L
.2
E L
.2
E L
.2
E L
.2
T F S
T A .0
T F S
T A .0
T F S
T A .0
T F S
T A .6
E L
.4
S T
A .0
E
X
IS
T
G R
O U
N D
J O
IN
A
P P
R O
X
E L
.3
S T
A .8
A
T A
P P
R O
X
A .C P
A V
E M
E N
T J O
IN
E
X
IS
T
SIDE DRAIN #2
110.69'
AS SHOWN
R
K W
A N
W
D
IE
P
C-E5
AT LAYOUT LINE G1
GROUND SURFACE
APPROX. EXIST.
AT LAYOUT LINE G2
GROUND SURFACE
APPROX. EXIST.
VERT. SCALE: 1" = 10'
HORIZ. SCALE: 1" = 20'
PROFILE FOR LAYOUT LINE G1
VERT. SCALE: 1" = 10'
HORIZ. SCALE: 1" = 20'
PROFILE FOR LAYOUT LINE G2
020 20 40 FT
HORIZ. SCALE : 1'' = 20'
010 10 20 FT
VERT. SCALE: 1'' = 10'
GENERAL NOTES:
GRADE
FINISHED
TOP OF
W
D
IE
P
GRADE
FINISHED
TOP OF
P R
O F
IL
E S F
O R L
A Y
O U
T L
IN
E S G
A
N D G
A R
E A A O
F E
A S
T S
ID
E
B N
S F
C -E
.d g n
C-9
/3
OF LAYOUT LINE G1
TOE OF CUT/FILL
INLET STRUCTURE
VERT. SCALE: 1" = 10'
HORIZ. SCALE: 1" = 20'
WALL
RETAINING
TOP OF
WALL FOOTING
RETAINING
TOP OF
GROUND
APPROX. EXIST.
SEE NOTE 2
W A
L L
B E
IN
W
L L
E
STATION ELEVATION
ACCESS ROAD
MAINTENANCE/H.O.A
PROFILE DATA FOR A.C.
440.44
439.67
439.00
438.87
438.36
439.36
439.36
90+10
90+50
90+80.38
90+84.80
90+94.06
90+94.06
92+17.02
ROAD LOL
GRHOA ACCESS
GRADE OF
FINISHED
PROFILE FOR A.C. MAINTENANCE / GRHOA ACCESS ROAD
SHEET S-12
CONSTRUCT RETAINING WALL TYPE A PER DETAIL ON 2.
G2, AND H.O.A ACCESS ROAD.
SEE SHEET C-E4 FOR LOCATION OF LAYOUT LINES G1, 1.
35+00
36+00
37+00
38+00
39+00
39+29 39+29 4
D
A
IN
V
IS
U
N F
R O
M A
T
H E
R
IN
A
IN
R O
C K
S
S C
A T
T E
R
U S
H
A S P
H
D I
R T
D I
R T
435 4
5S
R O
C K
S
S
SCHADWICK RD
S
D I
R T
D
35+00
36+00
37+00
38+00
39+00
39+29 39+29 4
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
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Y
A P
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S Y
M B
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D E
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V
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IO
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D
IS
T R
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T F
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T E
D B
Y
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U .S
A R
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ID
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A
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N
L O
W E
R S
A N
T A A
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IV
E
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H A
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R E
A C
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S A
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A A
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IV
E
R M
A
IN
S T
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P A
U L J
U N
D E
R W
O O
D P
E
S P
E C
N O
W P
L -1
-R -0
AS SHOWN
N
PLAN
C-E6
FLOW
SANTA ANA RIVER
SCALE: 1 IN. = 20 FT.
R
K W
A N
020 20 40 FT
SCALE: 1'' = 20'
B N
S F
C -E
.d g n
F
IN
IS
H
E D G
R A
D E C
O N
T O
U R
S
A R
E A A O
F E
A S
T S
ID
E
C-10
J S
H
IE
H
J S
H
IE
H
/3
BNSF ROW
LEGEND:
GROUTED STONE
ASPHALT PAVEMENT
LINE E2
CONTROL
LINE E1
CONTROL
CONCRETE PAVEMENT
C
A T
T E
R
U S
H
ASPHDIRT
31+00
+0
+0
34+00
35+00
43+00
+0
45+ 00 46
+0
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
A P
P R
O V
A L
D A
T E
S Y
M B
O L
D E
S C
R
IP
T
IO
N S
R E
V
IS
IO
N S
D
IS
T R
IC
T F
IL
E N
O
S U
B M
IT
T E
D B
Y
C H
IE
F
D E
S
IG
N B
R A
N C
H
F
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A M
E
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SHEET
U .S
A R
M Y E
N G
IN
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R D
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IN
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6/29/2017Plot Date:
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ID
E C
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C A
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A
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IO
N
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W E
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A N
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E
R C
H A
N N
E L
R E
A C
H
S A
N T
A A
N A R
IV
E
R M
A
IN
S T
E M
P A
U L J
U N
D E
R W
O O
D P
E
S P
E C
N O
W P
L -1
-R -0
(S S S
H T
C -E
C O
N C
C U
T O
F F W
A L
L
4.5'
' 2
AS SHOWN
NPLAN
C-E7
FLOW
SANTA ANA RIVER
SCALE: 1 IN. = 20 FT.
R
K W
A N
W
D
IE
P
W
D
IE
P J S
H
IE
H
020 20 40 FT
SCALE: 1'' = 20'
G R
A D
IN
G P
L A
N
A R
E A B O
F E
A S
T S
ID
E
LI
N E E
C O
N T R
O L
43+08
434.5
2%
2%
2%
2%
2%
12'
R=40'
436.3
.8
6.
R=20'
434.8
CUT
TOP OF
V-DITCH TO REMAIN
EXIST. CONC. TOE OF FILL
1V:
2.5
H
1V: 2 .5H
V : 2 .5
H
42+33
1V:2.5H
V -D
IT
C H
T O P O
F435.8
435.5
BC2
EC2
432.2
432.2
BC5
435.8
EC5
434.3
AP10 434.3
AP11
432.2
AP12
45+28.18
AP1
AP3
AP4
AP6
AP7
AP8
AP9
T O D
R A
IN
G R
A D
E
4'
S
ID
E D
R A
IN
-I
N C
H
C -S
D
F O
R
S E E S
H E E T 1
V : 2
H
.5
1.
33+38
2.
4.
V -D
IT
C H
B E
G
IN
AP1
BC2
EC2
BC5
EC5
AP3
AP4
AP6
AP7
AP8
AP9
AP10
AP11
AP12
625,298.23
625,294.78
625,293.22
625,300.28
625,287.95
625,281.38
625,249.49
625,232.98
625,158.27
625,236.74
625,158.92
625,159.59
625,237.53
625,274.55
1,570,347.45
1,570,357.67
1,570,376.95
1,570,419.75
1,570,418.76
1,570,378.91
1,570,366.28
1,570,378.96
1,570,404.82
1,570,390.28
1,570,406.03
1,570,409.97
1,570,394.20
1,570,428.10
POINT NORTHING EASTING
CONTROL DATA FOR LAYOUT
NOTES:
MOBILE HOME PARK
GREEN RIVER
PERMANET EASEMENT
EASEMENT
PERMANET
F
LO
W
LI
N E
V -D
IT
C H
FL
O
W
BRIDGE BR 30.2
EXIST. BNSF
~MAINT. ROAD
EXIST.
OF FILL
LIMIT
APPROX.
V-DITCH OUTLET
FOR DETAIL OF
SEE SHEET C-E9
FOR PROFILE.
SEE SHEET C-E2
DIAPHRAGM WALL,
TOP OF EAST
RAMP
ACCESS
R O
A D
M A
IN
T
RAMP/MAINTENANCE ROAD.
SECTIONS OF ACCESS
SEE SHEET C-E11 FOR PAVEMENT 2.
EMBANKMENT.
AREA NORTH OF RAILROAD
SEE SHEET C-E6 FOR GRADING PLAN IN 1.
G R
O U T E
D S
T O
N E
DERRIC
K S
TONE
B N
S F
C -E
.d g n
C-11
/3
LINE E2
CONTROL
LINE E1
CONTROL
BNSF ROW
LEGEND:
GROUTED STONE
ASPHALT PAVEMENT
FLOW
B R E
A K
G R
A
ACCESS ROAD
GRADE TO EXIST.
CONCRETE PAVEMENT
LINE E1
CONTROL
RIPRAP DETAIL
FOR G.S. AT EXIST.
SEE SHT. C-E10
STONE
24" GROUTED
V
H
2'
4.5'
LINE E2
CONTROL
G.S.
OF
TOP
SECTION A-A
N.T.S.
GROUTED STONE
24'' THICK
TOP OF G.S.
EL. 432.9
(42+19.74 TO 42+33)
LINE E2
CONTROL
2%
EL. 433.0
625,035.08
625,051.83
625,082.44
1,570,400.70
1,570,400.70
1,570,393.09
POINT NORTHING EASTING
A
C
C
A
B
B
TOP OF G.S.
EL. 433.3
EL. 432.9 TO
EL. 432.9
SECTION B-B
(42+33 TO 42+49.75)
N.T.S.
GROUTED STONE
24'' THICK
LINE E2
CONTROL
2%
2'
4.5' TO
EL. 433.34
EL. 433.0 TO
2.5'
0' TO
VARIES
SLOPE
TOP OF G.S.
EL. 433.9
EL. 433.3 TO
EL. 432.9
SECTION C-C
(42+49.75 TO 42+80)
N.T.S.
GROUTED STONE
24'' THICK
2'2.5' TO 10'
LINE E2
CONTROL
2%
EL. 433.94
EL. 433.34 TO
SLOPE VARIES
IN SLOPE,
G.B.
IN SLOPE,
G.B.
DATA HEREON)
(SEE LAYOUT
EL. 432.9
IN SLOPE,
G.B.
IN SLOPE
LAYOUT DATA FOR GRADE BREAK
V : 2
DIRT
S C
A T
T E
R
U S
H43
ASPHDIRT
+0
+0
34+00
35+00
43+00
+0
45+ 00 46
+0
+0
+0
34+00
35+00
43+00
+0
45+ 00 46
+0
0+
1+00
1+83 1+83
SAFETY PAYS
VALUE ENGINEERING PAYS
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
A P
P R
O V
A L
D A
T E
S Y
M B
O L
D E
S C
R
IP
T
IO
N S
R E
V
IS
IO
N S
D
IS
T R
IC
T F
IL
E N
O
S U
B M
IT
T E
D B
Y
C H
IE
F
D E
S
IG
N B
R A
N C
H
F
IL
E N
A M
E
12345678
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B
C
D
12345678
A
B
C
D
Scale:
SHEET
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
L O
S A
N G
E L E
S
C O
R P
S O
F E
N G
IN
E E
R S
6/29/2017Plot Date:
R
IV
E R
S
ID
E C
O U
N T
Y
C A
L
IF
O R
N
IA
B N
S F R
A
IL
R O
A D B
R
ID
G E P
R O
T E
C T
IO
N
L O
W E
R S
A N
T A A
N A R
IV
E
R C
H A
N N
E L
R E
A C
H
S A
N T
A A
N A R
IV
E
R M
A
IN
S T
E M
P A
U L J
U N
D E
R W
O O
D P
E
S P
E C
N O
W P
L -1
-R -0
440440
440440
0+00 0+50 1+00 1+50 2+00
P V I
E L
.7
S = -2.0%
.2
.4
.9
.6
.3
.3
.3
.3
20'
20'
50'R
50'R
20'
15.31'
16'
10'
AS SHOWN
N
PLAN
C-E8
FLOW
SANTA ANA RIVER
SCALE: 1 IN. = 20 FT.
R
K W
A N
020 20 40 FT
SCALE: 1'' = 20'
F
IN
IS
H
E D G
R A
D E C
O N
T O
U R
S
A R
E A B O
F E
A S
T S
ID
E
AP1
BC2
EC2
BC3
EC3
AP4
AP1
BC2
EC2
BC3
EC3
AP4
625,191.23
625,182.24
625,172.26
625,168.03
625,168.47
625,183.78
1,570,222.00
1,570,134.32
POINT NORTHING EASTING
CONTROL DATA FOR LAYOUT
1,570,310.79
1,570,299.07
1,570,274.21
1,570,236.12
C-12
CONTROL PROFILE
SIDE DRAIN #1 DRAINAGE
GROUND
EXISTING
STATION
0+00.00
0+14.74
0+41.91
0+80.21
0+94.38
1+83.39
B N
S F
C -E
.d g n
J S
H
IE
H
J S
H
IE
H
DESIGN OF EAST ACCESS ROAD
LINE. REFER TO SHEET C-E12 FOR
EAST ACCESS ROAD CONTROL
ROAD FILL LINES
EAST ACCESS
/3
10%10% EXCAVATE
LINE E1
CONTROL
LINE E1
CONTROL
S T
A
F L
O W
BNSF ROW
STONE PROTECTIOON
24" THICK UNGROUTED
DRAINAGE CROSS SECTION A-A
CONTROL LINE
EAST ACCESS ROAD
CHANNEL CONTROL LINE
SIDE DRAIN #1 DRAINAGE
FOR SIDE DRAIN DESIGN.
CHANNEL. REF SHEET C-SD1
FOR SIDE DRAIN #1 DRAINAGE
FINISHED CONTOUR GRADING
APPROX. EXISTING GROUND
N.T.S.
STONE PROTECTION
24" THICK UNGROUTED
12" THICK ABC
+0
SAFETY PAYS
VALUE ENGINEERING PAYS
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
A P
P R
O V
A L
D A
T E
S Y
M B
O L
D E
S C
R
IP
T
IO
N S
R E
V
IS
IO
N S
D
IS
T R
IC
T F
IL
E N
O
S U
B M
IT
T E
D B
Y
C H
IE
F
D E
S
IG
N B
R A
N C
H
F
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L -1
-R -0
38+00
6"
4'
4'
2.5' TO 0.5'
5'
6"
6"
6"
5'
6"
6"
P
IP
E D
IA
5'
6"
10'
6"
V -D
IT
C H
T R
A N
S
IT
IO
N
AS SHOWN
C-E9
R
K W
A N
W
D
IE
P
PLAN
SCALE: 1 IN. = 5 FT.
FLOW
+1
0.
430.5
33+38
F L O
W
33+25
C O
N C . V -D
IT
C H O
U T
LE
T
33+25
429.5
F
LO
W
LI
N E
33+12
33+38
FLO
W
05 5 10 FT
SCALE: 1'' = 5'
B N
S F
C -E
.d g n
SECTION D-D
SECTION E-E
SCALE: N.T.S.
430.00
E
E
D
D
M
IS
C
D E
T A
IL
S
E A
S T S
ID
EL. 429.5
EL. VARIES
430.00
430.5 TO
EL. VARIES
TOP OF WALL,
431 TO 429.5
(STA. 33+25)
VARIES VARIES
V -D
IT
C H
T O P O
F
V -D
IT
C H
T O P O
F
AND TOP OF WALL
TOP OF V-DITCH
AND TOP OF WALL
TOP OF V-DITCH
TO 430
VARIES FROM 431
CONTROL LINE E1,
TOP OF WALL AT
FLOWLINE
LINE E1
CONTROL
LINE E1
CONTROL
C-13
438.5
437.85
PLAN
SCALE: 1 IN. = 10 FT.
010 10 20 FT
SCALE: 1'' = 10'
DIP CROSSING
FLOWLINE OF
G G
SCALE: N.T.S.
LINE G2
LAYOUT
F L
O W
EL.
BANK PROTECTION
TOP OF 24'' G.S.
.5
LINE E1
CONTROL
.5
SCALE: N.T.S.
FLOWLINELINE
LAYOUT
LINE OR
CONTROL
2.5'
F
LO
W
LI
N E
HEREON
SEE DETAIL
CONC. V-DITCH,
HEREON
SEE DETAIL
CONC. V-DITCH,
AT STA. 33+25
OUTLET FOR CONCRETE V-DITCH
2.5' TO 4,5'
EL. 431
LINING,
CONC.
TOP OF
E L.
LI
N
IN
G
T O P O
F C
O N
C
FLOWLINE
FLOWLINE
EL. 431
LINING,
CONC.
TOP OF
EL. 430
LINE E1,
AT CONTROL
TOP OF WALL
DIAPHRAGM WALL
NOT SHOWN FOR CONC.
STEEL REINFORCEMENT
NOTE:
LINE E1
CONTROL
N
N
J S
H
IE
H W
D
IE
P
(CENTERED)
EACH WAY
#4 @ 12"
(CENTERED)
EACH WAY
#4 @ 12"
(CENTERED)
EACH WAY
#4 @ 12"
(CENTERED)
EACH WAY
#4 @ 12"
CONTROL LINE E1
DIAPHRAGM WALL AT
TOP OF CONCRETE SLURRY
WALL ON RIVER SIDE
SLURRY DIAPHRAGM
FACE OF CONCRETE
WALL ON RIVER SIDE
SLURRY DIAPHRAGM
FACE OF CONCRETE
/3
SCALE: N.T.S.
CONCRETE PLUG OF EXIST. PIPE
REMOVE EXIST. SECTIONCONCRETE PLUG, TYP.
MIN
(24-IN UNGROUTED STONE)
10' X 10' X 5" THK
AT STA. 37+87
CONCRETE DIP CROSSING
5'
10'
438.75438.75
FLOWLINE
F L O
W 438.25
2.
5'
+0
82+72.0382+82.03
82+93.8
VARY
SIDE SLOPES
TRANSITION,
OF V-DITCH
FLOWLINE
FLOWLINE
INVERT AT
FLOWLINE
INVERT AT
LINE G2
LAYOUT
SCALE: N.T.S.
(STA. 33+12 TO 33+38)
SECTION G-G AT CONC. DIP CROSSING
ALONG CONTROL LINE E1
CONCRETE V-DITCH DETAIL
WALL RIVER SIDE
EAST DIAPHRAGM
LINE E1
CONTROL
STA. 37+87
LINE E1
CONTROL
STA. 38+08.40
TO 0' AT
STA. 37+61.35
FROM 4' AT
OFFSET VARIES
LINE E1
CONTROL
FACE OF G.S.
FORMED BACK
2'' TO 6''
VARIES,
D E
S
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N E
D B
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D R
A W
N B
Y
C H
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0 40 80 120-40-80-120
STA. 32+00
0 40 80 120-40-80-120
STA. 34+33
0 40 80 120-40-80-120
STA. 36+00
320 320
1'
2" CLR
4"
6"
8"
1'-6"
STONE, EL. 436
TOP OF 24'' GROUTED
STONE, EL. 438
TOP OF 24'' GROUTED
STONE, EL. 435.35
TOP OF 24'' GROUTED
FILL
COMPACTED
FILL
COMPACTED
EL. 434.2
TOP OF WALL
EL. 432.1
TOP OF WALL
EL. 432.2
TOP OF WALL
GROUND SURFACE
APPROX. EXIST.
GROUND SURFACE
APPROX. EXIST.
HP PILES
EXIST.
OF TRACK NO. 3
EXIST. PIER 1
GROUND SURFACE
APPROX. EXIST.
AS SHOWN
6.4%
8.3%
6.6%
STONE
24" GROUTED
020 20 40 FT
SCALE: 1'' = 20'
1.5
J S
H
IE
H
J S
H
IE
H
R
K W
A N
EL. 357
BOTTOM OF WALL
EL. 357
BOTTOM OF WALL
EL. 325.00
BOTTOM OF T WALL
EL. 340
BOTTOM OF WALL
LINE E1
CONTROL
LINE E1
CONTROL
LINE E1
CONTROL
LINE E2
CONTROL
LINE E2
CONTROL
LINE E2
CONTROL
HORIZONTAL SCALE : 1 IN = 20 FT.
VERTICAL SCALE : 1 IN. = 20 FT.
HORIZONTAL SCALE : 1 IN = 20 FT.
VERTICAL SCALE : 1 IN. = 20 FT.
HORIZONTAL SCALE : 1 IN = 20 FT.
VERTICAL SCALE : 1 IN. = 20 FT.
CROSS-SECTIONS
PROJECTED T WALL
C R
O S
S S
E C
T
IO
N S
P R
O T
E C
T
IO
N O
N E
A S
T S
ID
E
TYP.
#4@12" O.C.
24" GROUTED STONE
NTS
B N
S F
C -E
.d g n
C-E10
A
A
GROUTED STONE AT DIAPHRAGM WALL
N.T.S.
1STONE
GROUTED
24" THICK
WALL
DIAPHRAGM
CONCRETE
B
B
- N.T.S.
GROUTED STONE
24" THICK
COMPACTED FILL
CROSS SECTION AT CONC. LANDING AREA
STONE, EL. 398.00
BOTTOM OF DERRICK
C-14
6" CONC. SLAB
MAINT. ROAD
FOR TIEBACK ANCHOR DETAILS
SEE SHEET S-17
FOR TIEBACK ANCHOR DETAILS
SEE SHEET S-17
GENERAL NOTES:
EXCAVATION
FILL
COMPACTED
CONCRETE CUTOFF WALL
SEE TYPICAL DETAIL ON SHT. C-E9
TOP OF CONC. V-DITCH, EL. 432.17,
SEE TYPICAL DETAIL ON SHT. C-E9
TOP OF CONC. V-DITCH, EL. 432.23,
DIAPHRAGM WALL
CONCRETE SLURRY
DIAPHRAGM WALL
CONCRETE SLURRY
DIAPHRAGM WALL
CONCRETE SLURRY
(SEE SHEET S-15)
BULKHEAD BEAM
CAST-IN-PLACE
/3
1R=
NTS
CONCRETE CURB
CURB
CONCRETE
STONE
NEW GROUTED
TO FILL VOIDS
6" ABC LAYER
NTS
G.S. AT EXIST. RIPRAP
OVER 12" ABC
10" THICK CONC.
REBARS
2 #4 LONGITUDINAL
ANCHOR
TIEBACK
PROJECTED
RIPRAP
EXIST.
RIPRAP DETAIL BELOW
SEE G.S. AT EXIST.
ANCHOR
TIEBACK
PROJECTED
ANCHOR
TIEBACK
PROJECTED
CONSTRUCTION, SEE NOTE 5
TO BE EXTRACTED DUE TO T-WALL
REMAIN. INTERFERING SECTIONS
EXIST. SHEET PILE WALL TO
CONTRACTING OFFICER PRIOR TO CONSTRUCTION.
TEMPORARY SHORING ARE SUBJECT TO REVIEW AND APPROVAL BY
PLANS FOR REMOVAL OF EXISTING SHEET PILES AND ANY REQUIRED 5.
ROAD, CONC. PAVED RAMP, AND CONC. SLAB.
SEE SHEET C-E11 FOR PAVEMENT SECTIONS OF ACCESS RAMP/MAINTENANCE 4.
REFER TO PROFILE ON SHEET C-E2 FOR TOP OF GROUTED STONE PROFILE.3.
TIEBACK ANCHORS.
REFER TO SHEET S-12A FOR ELEVATION, LENGTH, AND INCLINATION ANGLE OF 2.
LONGER ADEQUATE.
RESPONSIBLE FOR TEMPORARY SHORING MEASURES IF EXIST. SHEETPILE IS NO
DUE TO THE EXTRACTION OF THE EXIST. SHEETPILE, CONTRACTOR IS 1.
D E
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L -1
-R -0
15'
15' 6'
15' 6'
6'
3'
12" 5'
12"
12"
12"
"2
MAINTENANCE ROAD 6" CONC. CURB24" THICK GROUTED STONE
±13.16'
2' FROM VERTICAL FACE
0' TO 66.82'
1'-6"
15' WIDTH3'
2"
0.03'
1"
18' MAINT. ROAD
AS SHOWN
R
K W
A N
W
D
IE
P
ACCESS RAMP
ACCESS RAMP COMPACTED FILL
2%
SLOPE @ 1V:2.5H
12" COMPACTED FILL
SCALE: 1 IN. = 1 FT.
01 1 2 FT
SCALE: 1'' = 1'
0.5
J S
H
IE
H
B N
S F
C -E
.d g n
SECTION A-A
SECTION B-B
ACCESS RAMP
TOP OF RAMP
LAYOUT LINE G1
EXIST. SURFACE
TOE OF SLOPE
LAYOUT LINE G2
TOP OF RAMP
LAYOUT LINE G1
TOP OF RAMP
LAYOUT LINE G1
OF CUT
DAYLIGHT
GROUND SURFACE
APPROX. EXIST.
@ 1V : 2.25H
CUT SLOPE
AT 1V : 2.5H
CUT SLOPE
AT 1V : 2H
CUT SLOPE
TOP OF SLOPE
TOE OF SLOPE
T Y
P
IC
A L S
E C
T
IO
N S A
N D D
E T
A
IL
S
A R
E A A O
F E
A S
T S
ID
E
HEREON
SEE DETAIL 1
HEREON
SEE DETAIL 1
GENERAL NOTES:
SCALE: 1 IN. = 5 FT.
SCALE: 1 IN. = 5 FT.
05 5 10 FT
SCALE: 1'' = 5'
2.5
C-E11
SECTIONS ARE TAKEN.
1. SEE SHEET C-E4 FOR PLAN VIEW FROM WHICH
TYP.
FABRIC
GEOTEXTILE
EDGE OF SWALE
6" DROP FROM
SWALE FLOW LINE,
SECTION D-D
SCALE: N.T.S.
4" AC PAVEMENT
BASE COURSE
8" AGGREGATE
SCALE: N.T.S.
SCALE: N.T.S.
1.5
EXCAVATION
20'
STONE
GROUTED
TOP OF
LINE
CONTROL
24" THICK GROUTED STONE
STONE
GROUTED
TOE OF
TO DRAIN
SLOPE
COMPACTED FILL
EXISTING GROUND
8' THICK DERRICK STONE
SECTION C-C
SCALE: 1 IN. = 5 FT.
SECTION E-E
SCALE: 1 IN. = 5 FT.
EXIST. SURFACE
SLOPE
COMPACTED FILL
EXCAVATE
E2
CONTROL LINE
TOP OF RAMP
LAYOUT LINE G1
SLOPE @ 1V:2.5H
COMPACTED FILL
C-15
SEE DETAIL ON SHT. C-E9
CONC. V-DITCH,
DETAIL 1 - RIPRAP SWALE
MAINT. ROAD
18' WIDE
SLOPE
PAVEMENT
10" CONC.
BASE COURSE
12" AGGREGATE
T Y
P
/3
EXCAVATE
SLOPE @ 2.5H:1V
EXCAVATION
FILL SLOPE
CUT OR COMPACTED
2.5
SLOPE
NEXT TO EARTHEN
12" ABC SHOULDER
PAVEMENT SECTION
CONC. RAMP/LANDING AREA
DETAIL 4
SEE DETAIL 3 HEREON
SEE DETAIL 3 HEREON
VARIES
(SEE DETAIL 4)
LANDING AREA
CONC. SLAB
3 HEREON
SEE DETAILEXIST. SURFACE
3 HEREON
SEE DETAIL
BACKFILL
COMPACTED
FG
EXIST. FENCE
4" AC OVER 8" ABC
SERVICE RAMP
439.5 TO 434
EL. VARIES,
439.5 TO 459
EL. VARIES,5%
RETAINING WALL
SECTION
RAMP/MAINTENANCE ROAD PAVEMENT
H.O.A. ACCESS RAMP/ACCESS
DETAIL 3
EACH WAY
#6 @ 12" O.C.
SWALE
RIPRAP
SWALE
RIPRAP
PROTECTION
9" STONE
TYP.
FORM VERTICAL FACE (TYP.)
2%2% 2%
CONTROL LINE
FOR TRAFFICSHOULDER
FENCE
CABLE
6"
STONE
GROUTED
TOP OF
STONE
24" GROUTED
STONE
6" BEDDING
PLACEMENT OF GROUTED STONE
FORM THIS EDGE PRIOR TO
NOT TO SCALE
SEE DETAIL ON THIS SHEET
4" AC
6"ABC
ON THIS SHEET
SEE DETAIL A
AC
ABC
DETAIL A
NOT TO SCALE
STA. 39+29.27 TO STA. 37+61
INSTALL METAL BEAM GUARDRAIL (MBG)
AT STA. 39+29.27 TO STA. 37+61.35 AND STA. 31+20 TO 30+55
AT TOP OF GROUTED STONE BANK PROTECTION
DETAIL 5 - MAINTENANCE ROAD DETAIL
TEXTILE AND RIPRAP.
2. PROVIDE 2-IN THICK X 3/4-IN BEDDING BETWEEN GEo
STONE PROTECTION.
1. RIPRAP MUST CONFORM TO SPECIFICATIONS FOR 9-IN
NOTES:
RETAINING WALL
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
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A P
P R
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R W
O O
D P
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S P
E C
N O
W P
L -1
-R -0
DIRT
425425
S C
A T
T E
R
U S
H
S C
A T
T E
R
U S
H
S C
A T
T E
R
U S
H
S C
A T
T E
R
U S
H
ASPHDIRT
R O
C K
S
450450
450450
9+0010+0011+0012+0013+0014+0016+0017+0018+00 15+00
77.74'
15'
DRAINAGE CHANNEL
MATCH TOP OF
VARIES 0'-15'
PLAN
PROFILE
N
AS SHOWN
S T
A
S T
A
M A
T C
H E
X
IS
T
IN
G B
E G
IN
A
C C
E S
S R
O A
D
P.I. NO. 2
P.I. NO. 3
P.I. NO. 4STA.
7+
.6
B N
S F
C -E
.d g n
TYPICAL FILL SECTION
N.T.S.
FILL
COMPACTED
GROUND
EXISTING
GROUND
EXISTING
WALL
EAST DIAPHRAGM
M
ATCH
STA.
6+
.0
DI
APHRAG
M W
ALL
AT
TO
P O F
EAST
END
ACCES
S
RO
AD
E L .2
D
IA
P H
R A
G M W
A L L
A T T
O P O
F E
A S
T E
N D A
C C
E S
S R
O A
D
E L .6
M
A T
C H E
X
IS
T
IN
G B
E G
IN
A
C C
E S
S R
O A
D
S T
A .6
SEE SHEET C-P2
PIER GROUP 2,
PROTECTION FOR EXIST.
P.I. NO.
NORTHING
EASTING
R=
T=
L=
B.C. STA.
E.C. STA.
300'
90'
174.82'
10+71.06
12+45.94
1570352.04
625001.92
° 23' 56"33
250'
111.22'
209.29'
12+59.87
14+69.16
1570220.30
625172.02
° 57' 56"47
90'
38.56'
72.87'
16+64.08
17+36.94
1570281.39
625511.26
° 23' 18"46
EAST ACCESS ROAD CURVE DATA
4 5
1570352.49
625558.15
1570371.93
624741.56
9+00
17+84
J S
H
IE
H
J S
H
IE
H
R
K W
A N
P L
A N
P R
O F
IL
E A
N D T
Y P
IC
A L S
E C
T
IO
N
E A
S T A
C C
E S
S R
O A
D
UNO
ACCESS ROAD
TOP OF
CONTROL LINE
ACCESS ROAD
L = 71.14' N4°22'06"W
L = 194.92' N10°12'30"W
CONTROL LINE
ACCESS ROAD
L = 46.61' N56°35'48"W
EAST SIDE OF BNSF BRIDGE
PROTECTION PLAN ON
SEE SHEET C-E1 FOR
EAST DIAPHRAGM WALL
LAYOUT LINE E1 FOR
COMPACTED FILL
COMPACTED FILL
COMPACTED FILL
C-E12C-16
SHEET C-E8 FOR GRADING PLAN
DRAINAGE CHANNEL. SEE
EDGE OF SIDE DRAIN 1
FOR SIDE DRAIN 1
S T
A .7
E L .7
S T
A .1
E L .6
/3
BNSF ROW
BNSF ROW
(SEE SHT C-E8)
DRAINAGE CHANNEL
CONTROL LINE
12" THICK ABC
S T
A .4
E L .2
S T
A .4
E L .5
DIAPRAGM WALL
N.T.S.
FILL
COMPACTED
GROUND
EXISTING
12" THICK ABC
LANDING AREA
DIAPHRAGM WALL
STA. 16+23.43 TO STA. 17+25.69
TYPICAL SECTION
SCALE: 1" = 40'
040 40 80 FT
SCALE: 1'' = 40'
010 10 20 FT
SCALE: 1'' = 10'
VERT. SCALE: 1" = 10'
HORIZ. SCALE: 1" = 40'
U
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PI
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D E
N S
E V
E G
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A T
IO
N
D E
N S
E V
E G
E T
A T
IO
N
14+13.18
9+
14+00
SAFETY PAYS
VALUE ENGINEERING PAYS
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E L
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460460
9+00 8+00
310310
S M
O O T H C
U R
V E
M A
X D
E V
IA
T
IO
N F
R
L = 69'
T-WALL
C O
N C
R E
T E S
L U
R R
Y C
IP
DIAPRHAGM WALL
CIP ABUTMENT
N
C-W1
B N
S F
C -W
.D
G N
STATIONPOINT
PLAN
GROUP 6
EXIST. PIER
PROFILE
P L
A N A
N D P
R O
F
IL
E
P R
O T
E C
T
IO
N O
N W
E S
T S
ID
E
FLOW
GROUP 5
EXIST. PIER
IN PLACE
PROTECTED
BRIDGE TO BE
EXIST. GOLF CART
GOLF COURSE
GREEN RIVER
BR 30.2
BRIDGE
BNSF
EXIST.
C-P4 AND C-P5.
SEE SHEETS
EXIST. PIER GROUPS,
PROTECTION FOR
POB
VERT. SCALE: 1" = 20'
HORIZ. SCALE: 1" = 40'
040 40 80 FT
SCALE: 1'' = 40'
020 20 40 FT
SCALE: 1'' = 20'
SCALE: 1" = 40'
N8°03'49.5"E
EC 2
POE
S
B A
IK
R
K W
A N
EL. 364
EL. 325
EL. 410
TOP OF WALL
EL. 428
EL. 339
BOTTOM OF WALL
TCE BOUNDARY
EXIST. BRIDGE SOFFIT
REFER TO SHEET S-6
EL. 381
EL. 364
EL. 356
C3
C1
A
B
C2
EL. 384
C3 C1 ABC2
DESCRIPTION
10+76
10+84
11+04
11+24
11+42
BEGIN WEST DIAPHRAGM WALL
CENTERLINE OF WEST T WALL 1
BEGIN EXIST. BRIDGE DECK
CENTERLINE OF WEST T WALL 2
CENTERLINE OF WEST T WALL 3
CENTERLINE OF WEST T WALL 4
END EXIST. BRIDGE DECK
STATIONZONE
10+00 TO 12+04
12+04 TO 12+52
12+52 TO 13+00
13+00 TO 13+48
13+48 TO 13+92.2
A
H A
R R
IS
S
B A
IK
END CONC. V-DITCH OUTLET
END WEST DIAPHRAGM WALL13+92.211
BEGIN CONC. V-DITCH OUTLET
CONC. V-DITCH OUTLET POINT
NORTHING EASTINGSTATION
9+38.15
11+51.83
12+23.25
9+00
POINT
POB
AP 1
BC 2
AP 2
EC 1
624,892.66 1,569,839.28
624,912.87
624,919.40
625,130.96 1,569,878.45AP 3, BC 1
625,200.45 1,569,867.33
12+27.71 625,204.47 1,569,865.39
13+92.2
14+13.18
625,268.68
625,263.24
1,569,727.92
1,569,704.64
AP 4, EC 2
POE
DETAIL 'A'
WALL PANELS
LAYOUT LINE OF
SMOOTH CURVE
R
WALL PANELS
TYPI
CAL4
TOP OF WALL
EL. 426
9+20
3 24
9+55
9+70
10+64
9+20 1,569,831.53
1,569,848.47
9+38.2
C-17
N
EL. 362
GF
F
G 9+20 TO 9+38.15
9+38.15 TO 10+00
EL. 410
EL. 394
EL. 428
STA 11+28.5
S T
A
GROUP 4
EXIST. PIER
S T
A
.5
S T
A
.8
S T
A
.2
L = 104.5'
DIAPHRAGM WALL
CONCRETE SLURRY
L = 240.4'
DIAPHRAGM WALL
CONCRETE SLURRY
L = 36'
AS SHOWN
AP 1
AP 2BC 1
AP 3EC 1
BC 2
WEST DIAPHRAGM WALL
LAYOUT LINE
AP 4
SCOUR LINE
STA 11+42
BRIDGE DECK
END EXIST.
STA 10+76
BRIDGE DECK
BEGIN EXIST.
S76°11'5.4''W
N25°41'0.3''W
DITCH FLOW-LINE
SEE SHEETS C-RW1 THRU C-RW7
REMOVE AND REPLACE
EXIST. CMU RETAINING WALL
SEE SHEET "C-RW1"
WEST ACCESS ROAD
EL. 426
EL. 426
EL. 427
STA 10+00
EL. 428
STA 10+59.5
SEE SHEET S-15 FOR DETAILS
T-WALLS
SCALE: 1" = 10'
N68°54'59.0"E
SANTA ANA RIVER
P E
R M
A N
E N
T
E
A S
E M
E N
T
PERMANENT EASEMENT
PERMANENT EASEMENT
P E
R M
A N
E N
T E
A S
E M
E N
T
N7°53'38.4"E
BULKHEAD BEAM
DIAPHRAGM WALL
ABUTMENT CONCRETE SLURRY
BEGIN WALL
END WALL
/3
BNSF ROW
BNSF ROW
EL. 381
EL. 393
010 10 20 FT
SCALE: 1'' = 10'
EL. 425.5
WALL
SLURRY DIAPHRAGM
WEST CONCRETE
RADIUS (FT.)
WEST DIAPHRAGM WALL
LAYOUT LINE OF
WEST DIAPHRAGM WALL
ZONE LIMITS OF
FEATURES OF TOP OF WEST DIAPHRAGM WALL
FOR TYP. PANEL LAYOUT
ON THIS SHEET
SEE "DETAIL A"
SEE SHEET C-W5 AND C-W6
ABUTMENT RIPRAP PROTECTION
SEE SHEET CW-4
CONCRETE V-DITCH INVERT
SEE SHEET C-W4
CONCRETE V-DITCH INVERT
SEE SHEET C-W4
SIDE DRAIN
SEE SHEET C-W4
STA 9+20 TO STA 10+59.42
CONC. V-DITCH
SEE SHEET C-W4
STA 11+51.76 TO STA 13+92.2
CONC.V-DITCH
SEE SHEET C-W4
DITCH OUTLET
STA 10+47.5
STA 11+51.8
DIAPRHAGM WALL
CIP ABUTMENT
(RIVER-SIDE FACE OFF WALL)
GROUND SURFACE
APPROX. EXIST.
GENERAL NOTES:
DUE TO T-WALL CONSTRUCTION, SEE NOTE 4
INTERFERING SECTIONS TO BE EXTRACTED
EXIST. SHEET PILE WALL TO REMAIN.
DUE TO T-WALL CONSTRUCTION, SEE NOTE 4
INTERFERING SECTIONS TO BE EXTRACTED
EXIST. SHEET PILE WALL TO REMAIN.
24" RCP
STA. 12+58
CONTRACTING OFFICER PRIOR TO CONSTRUCTION.
TEMPORARY SHORING ARE SUBJECT TO REVIEW AND APPROVAL BY
4. PLANS FOR REMOVAL OF EXISTING SHEET PILES AND ANY REQUIRED
3. SEE SHEET S-15 FOR BULKHEAD BEAM DETAILS
2. SEE SHEET C-W2 AND C-W3 FOR CROSS SECTIONS.
1. SEE SHEET T-6 FOR LOCATIONS OF EXIST. UTILITIES.
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330330
STA. 11+00STA. 9+00
STA. 11+20
0 120-40 40 80-80-120
80 1200 40-40-80-120
STA. 10+00
V A
R
IE
S
4'
4'
4'
AS SHOWN
S
B A
IK
S
B A
IK
020 20 40
SCALE: 1" = 20'
B N
S F
C -W
.D
G N
C-W2
HORIZONTAL SCALE : 1 IN = 20 FT.
VERTICAL SCALE : 1 IN. = 20 FT.
CROSS-SECTIONS
HORIZONTAL SCALE : 1 IN = 20 FT.
VERTICAL SCALE : 1 IN. = 20 FT.
HORIZONTAL SCALE : 1 IN = 20 FT.
VERTICAL SCALE : 1 IN. = 20 FT.
HORIZONTAL SCALE : 1 IN = 20 FT.
VERTICAL SCALE : 1 IN. = 20 FT.
R
K W
A N
GROUND SURFACE
APPROX. EXIST.
EXIST. SHEETPILE WALL
OF WALL
LAYOUT LINE
GROUND SURFACE
APPROX. EXIST.
GROUND SURFACE
APPROX. EXIST.
GROUND SURFACE
APPROX. EXIST.
OF WALL
LAYOUT LINE
OF WALL
LAYOUT LINE
EL. 429
SHEETPILE WALL
TOP OF EXIST.
EL. 429
SHEETPILE WALL
TOP OF EXIST.
EL. 325.00
BOTTOM OF T WALL
C R
O S
S S
E C
T
IO
N S O
F
P R
O T
E C
T
IO
N O
N W
E S
T S
ID
E
EL. 325.00
BOTTOM OF T WALL
PROJECTED T WALL
PROJECTED T WALL
SEE C-RW SHEETS
WEST ACCESS ROAD
SEE C-RW SHEETS
WEST ACCESS ROAD
SEE C-RW SHEETS
WEST ACCESS ROAD
EL. 427
DIAPHRAGM WALL
TOP ON CONC.
TIEBACK ANCHORS
PROJECTED
EL. 428
DIAPHRAGM WALL
TOP OF CONC.
EL 428
DIAPHRAGM WALL
TOP OF CONC.
FOR TIEBACK ANCHOR DETAILS
SEE SHEET S-17
C-18
DIAPHRAGM WALL
CONCRETE SLURRY
DIAPHRAGM WALL
CONRETE SLURRY
DIAPHRAGM WALL
CONC SLURRY
(SEE SHEET S-15)
BULKHEAD BEAM
CAST-IN-PLACE
(SEE SHEET S-15)
BULKHEAD BEAM
CAST-IN-PLACE
TIE RODS
EXIST. SHEETPILE
TIE RODS
EXIST. SHEETPILE
SEE C-RW SHEETS
WEST ACCESS ROAD
SEE SHEET S-5
EXIST. BRIDGE SOFFIT
EXIST. PIER GROUP 5
SEE C-RW SHEETS
RETAINING WALL
SEE C-RW SHEETS
RETAINING WALL
/3
COMPACTED FILL
CMU RETAINING WALL
REMOVE EXIST.
EL. 339
BOTTOM OF WALL
EL. 339
BOTTOM OF WALL EL. 339
BOTTOM OF WALL
SEE SHEET C-W4
CONC. V-DITCH
EXIST. PIER GROUP 6
SEE SHEET S-5
SOFFIT
EXIST. BRIDGE
SMOOTH FINISH
24" THK GROUTED STONE
24" THK GROUTED STONE SMOOTH FINISH
SMOOTH FINISH
24" THK GROUTED STONE
GENERAL NOTES:
T-WALL SECTIONS. SEE NOTE 4
INTERFERENCE WITH
EXTRACTED DUE TO
CERTAIN SECTIONS TO BE
EXIST. SHEETPILE WALL
SEE SHEET S-5
SOFFIT
EXIST. BRIDGE
SUBJECT TO REVIEW AND APPROVAL BY CONTRACTING OFFICER PRIOR TO CONSTRUCTION.
PLANS FOR REMOVAL OF EXISTING SHEET PILES AND ANY REQUIRED TEMPORARY SHORING ARE 4.
REFER TO SHEET S-11 FOR ELEVATION, LENGTH, AND INCLINATION ANGLE OF TIEBACK ANCHORS3.
TEMPORARY SHORING MEASURES IF EXIST. SHEETPILE IS NO LONGER ADEQUATE
DUE TO THE EXTRACTION OF THE EXIST. SHEETPILE, CONTRACTOR IS RESPONSIBLE FOR 2.
REMOVE INTERFERING SECTIONS OF EXIST. SHEETPILE DUE TO CONSTRUCTION OF T-WALLS1.
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460 460
0 40 0 40
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0 40 80-80-120 120-40
-80-120 120-40
0 120-40 40 80
STA. 12+00
STA. 11+40 STA. 13+00
STA. 13+92.2
4' 4'
4'
V A
R
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S
V A
R
IE
S
V A
R
IE
S
4'
V A
R
IE
S
AS SHOWN
020 20 40
SCALE: 1" = 20'
B N
S F
C -W
.D
G N
C-W3
HORIZONTAL SCALE : 1 IN = 20 FT.
VERTICAL SCALE : 1 IN. = 20 FT.
CROSS-SECTIONS
HORIZONTAL SCALE : 1 IN = 20 FT.
VERTICAL SCALE : 1 IN. = 20 FT.
HORIZONTAL SCALE : 1 IN = 20 FT.
VERTICAL SCALE : 1 IN. = 20 FT.
S
B A
IK
S
B A
IK
R
K W
A N
SHEETPILE WALL
EXIST.
OF WALL
LAYOUT LINE
OF WALL
LAYOUT LINE
GROUND SURFACE
APPROX. EXIST.
OF WALL
LAYOUT LINE
GROUND SURFACE
APPROX. EXIST.
GROUND SURFACE
APPROX. EXIST.
GROUND SURFACE
APPROX. EXIST.
EL. 429
SHEETPILE WALL
TOP OF EXIST.
C R
O S
S S
E C
T
IO
N S O
F
P R
O T
E C
T
IO
N O
N W
E S
T S
ID
E
ANCHORS
TIEBACK
PROJECTED
ANCHORS
TIEBACK
PROJECTED
ANCHORS
TIEBACK
PROJECTED
FOR TIEBACK ANCHOR DETAILS
SEE SHEET S-17
FOR TIEBACK ANCHOR DETAILS
SEE SHEET S-17
FOR TIEBACK ANCHOR DETAILS
SEE SHEET S-17
C-19
EXIST. CART PATH
EXIST. CART PATH
DIAPHRAGM WALL
CONCRETE SLURRY
DIAPHRAGM WALL
CONCRETE SLURRY
DIAPHRAGM WALL
CONCRETE SLURRY
TIE RODS
EXIST. SHEETPILE
EL. 428
DIAPHRAGM WALL
TOP OF CONC.
EL. 428
DIAPHRAGM WALL
TOP OF CONC.
EXIST. PIER GROUP 5
SEE SHEET S-5
EXIST. BRIDGE SOFFIT
/3
EL. 339
BOTTOM OF WALL
EL. 364
BOTTOM OF WALL
EL. 339
BOTTOM OF WALL
ANCHORS
TIEBACK
PROJECTED
DIAPHRAGM WALL
CONCRETE SLURRY
EL. 394
BOTTOM OF WALL
OF WALL
LAYOUT LINE
EL. 428
DIAPHRAGM WALL
TOP OF CONC.
HORIZONTAL SCALE : 1 IN = 20 FT.
VERTICAL SCALE : 1 IN. = 20 FT.
SEE C-RW SHEETS
WEST ACCESS ROAD
SEE C-RW SHEETS
WEST ACCESS ROAD
SEE C-RW SHEETS
WEST ACCESS ROAD
SEE C-RW SHEETS
WEST ACCESS ROAD
SEE SHEET C-W4
CONC. V-DITCH
SEE SHEET C-W4
CONC. V-DITCH
SEE C-RW SHEETS
WEST ACCESS ROAD
GENERAL NOTES:
SMOOTH FINISH
24" THK GROUTED STONE
SMOOTH FINISH
24" THK GROUTED STONE
DIAPHRAGM WALL
CAST-IN-PLACE ABUTMENT
EL 428
DIAPHRAGM WALL
TOP OF CONC.
SEE SHEET C-W4
CONC. V-DITCH
SMOOTH FINISH
24" THK GROUTED STONE
SMOOTH FINISH
24" THK GROUTED STONE
COMPACTED FILL
ANGLE OF TIEBACK ANCHORS.
REFER TO SHEET S-11 FOR ELEVATION, LENGTH, AND INCLINATION 2.
SHEETPILE IS NO LONGER ADEQUATE.
IS RESPONSIBLE FOR TEMPORARY SHORING MEASURES IF EXIST.
DUE TO THE EXTRACTION OF THE EXIST. SHEETPILE, CONTRACTOR 1.
CONSTRUCTION OF T-WALLS.
REMOVE INTERFERING SECTIONS OF EXIST. SHEETPILE DUE TO 1.
9+
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L -1
-R -0
6" 6"
2.5' TO 4.5' 2.5' TO 0.5'
4'
6"
6"
4'
5'
4'
5'
CONC. V-DITCH OUTLET
5'
4'
10'
16'
12+
AS SHOWN
C-W4
R
K W
A N
S
B A
IK
PLAN
FLOW
010 10 20 FT
SCALE: 1'' = 10'
B N
S F
C -W
.d g n
SECTION A-A
SCALE: N.T.S.
SCALE: N.T.S.
ON RIVER SIDE
DIAPHRAGM WALL
FACE OF
FLOWLINE
DITCH
ON RIVER SIDE
DIAPHRAGM WALL
FACE OF
425.5
S
B A
IK
425.5
FLOWLINE
THE RIVER
WALL FACING
DIAPHRAGM
TOP OF WEST
B
B
A
A
9+55
EL. VARIES
EL. VARIES
TOP OF WALL,
OF V-DITCH
FLOWLINE
SECTION B-B
(STA. 9+55)
9+38.2425.5
9+55
C-20
/3
N
E L
S T
A
.5
E N
D C
O N
C
V -D
IT
C
H
E L
.0
426.5
EL. 426
STA 9+20
BEGIN CONC. V-DITCH
426 TO 425
TO 425.5
VARIES FROM 426
TOP OF WALL
425.5
EL. 425
(CENTERED)
EACH WAY
#4 @ 12" (CENTERED)
EACH WAY
#4 @ 12"
10+00
427.5
10+59.5
10+00
10+00
425.5
FLOW
2'
FLOW
.2
E L
E L
425.5
9+70
STA. 9+20 TO 10+59.5
OUTLET FOR V-DITCH
PLAN
STA. 11+52 TO 13+92
OUTLET FOR V-DITCH
EL. 426
V-DITCH
TOP OF EL. 426
V-DITCH
TOP OF
12+53
12+63
FLOW
13+92
E L .5
S T
A
E N
D C
O N
C
V -D
IT
C
H
FLOW
12+58
F L
O W
F L
O W
12+63
424.5
12+53
424.5
11+58
N
N.T.S.
SIDE DRAIN DETAIL 2
2% 2%
REINF. CONC. PIPES
2' DIAMETER
CONC. DITCH INVERT
CONC. DITCH INVERT
24" RIPRAP
EW (CENTERED)
WITH #4 @ 12" OC,
CONC. PAD
5'X10'X1' THICKSHEET C-W1
WALL SEE
DIAPHRAGM
WEST
SIDE DRAIN DETAIL 1
RACK
INSTALL TRASH
2%
2%
REINF. CONC. PIPES
(2) 2' DIAMETER
24" THK RIPRAP
S T
A
11+58
425.5
11+52
EL. 427.5
STA 11+52
BEGIN CONC. V-DITCH
S T
A
S T
A
C
C
SECTION C-C SECTION D-D
D D
N.T.S.
(STA. 12+58)
D R
A
IN
A G
E D
E T
A
IL
S
W E
S T S
ID
E
SIDE DRAIN
16'x20' - 24" UNGROUTED STONE
DRAINAGE APRON
425.5
EACH WAY
WITH #4 @ 12" OC
CONC. PAD
5'X10'X1' THICK
EACH WAY
WITH #4 @ 12" OC
CONCRETE DITCH
EACH WAY
WITH #4 @ 12" OC
CONCRETE DITCH
SCALE: 1 IN. = 10 FT.SCALE: 1 IN. = 10 FT.
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
A P
P R
O V
A L
D A
T E
S Y
M B
O L
D E
S C
R
IP
T
IO
N S
R E
V
IS
IO
N S
D
IS
T R
IC
T F
IL
E N
O
S U
B M
IT
T E
D B
Y
C H
IE
F
D E
S
IG
N B
R A
N C
H
F
IL
E N
A M
E
12345678
A
B
C
D
12345678
A
B
C
D
Scale:
SHEET
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
L O
S A
N G
E L E
S
C O
R P
S O
F E
N G
IN
E E
R S
6/29/2017Plot Date:
R
IV
E R
S
ID
E C
O U
N T
Y
C A
L
IF
O R
N
IA
B N
S F R
A
IL
R O
A D B
R
ID
G E P
R O
T E
C T
IO
N
L O
W E
R S
A N
T A A
N A R
IV
E
R C
H A
N N
E L
R E
A C
H
S A
N T
A A
N A R
IV
E
R M
A
IN
S T
E M
P A
U L J
U N
D E
R W
O O
D P
E
S P
E C
N O
W P
L -1
-R -0
0+00
UNDERGROUND FIBER OPTIC LINE
UNDERGROUND FIBER OPTIC LINE
P I
P E
P I
P E
455 DENSE VEGETATION
16'
(T Y P
SCALE: 1 IN. = 10 FT.
PLAN
DIAPHRAGM WALL
WEST CONCRETE SLURRY
EXIST. SHEETPILE WALL
EXIST. SHEETPILE WALL
RIPRAP PROTECTION
SHEETPILE WALL
END EXIST.
EXIST. SHEETPILE WALL
S
B A
IK
A
A
C
C
D
D
C-21
B N
S F
C -W
.D
G N
R
K W
A N
S
B A
IK
C-W5
AND WINGWALL
EXIST. CONC. ABUTMENT
010 10 20 FT
SCALE: 1'' = 10'
SUPERSTRUCTURES
EXIST. BRIDGE
EL. 436
TOP OF RIPRAP PROTECTION
NORTHING EASTINGSTATION
1+86.34
0+00
POINT
POE
625,074.26 1,569,817.40
625,095.89
625,032.53
1,569,767.99
1,569,663.12
POB, BC
POB
BC
EC 0+63.81
LAYOUT LINE OF RIP RAP PROTECTION ON WEST ABUTMENT
N
S °5
1' .6 5" W
(SEE NOTE 3)
R = 32.3 FT
LAYOUT LINE,
RADIUS OF
P L
A N
W E
S T A
B U
T M
E N
T
R
IP
R A
P P
R O
T E
C T
IO
N O
N
WEST ACCESS ROAD
BNSF ROW
TOEDOWN
4' RIPRAP
TOEDOWN
4' RIPRAP
CART PATH
EXIST.
CART PATH
NEW CONCRETE
PROTECTION
TOE OF RIPRAP
°5 1' .3 3"
(SEE NOTE 2)
EXIST. STONES
RADIUS (FT.)
32.3
32.3
CONCRETE CART PATH
EDGE OF NEW
RETAINING WALL
BACK FACE OF
TO MEET…
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