W912PL10B0026_Plan1.pdf
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- Attached to
- Phase II, Prado Dam Auxiliary Embankment & Floodwall, Santa Ana Mainstem, Riverside County, CA
- Solicitation number
- W912PL-10-B-0026
About this file
Plans (1 of 2) General Civil Structural and Landscape. 67 sheets.
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Other files
| File | Type | Posted |
|---|---|---|
| 10B0026_BIDABSTRACT.pdf | ||
| 10B0026_Am4.pdf | ||
| AM3_Plans.pdf | ||
| AM3_Specs.pdf | ||
| AM2_Plans.pdf | ||
| AM2_Specs.pdf | ||
| Am01.pdf | ||
| W912PL10B0026_Spec.pdf | ||
| W912PL10B0026_Plan2.pdf |
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I N
D E
X T
O C
O N
T R
A C
T D
R A
W I N
G S
A U
X
II
N D
E X
.D G
N
INDEX TO CONTRACT DRAWINGS
C-2
DISTRICT
CIVIL
STRUCTURAL
GRADING AND DRAINAGE PLAN SHEET 1 OF 2
GRADING AND DRAINAGE PLAN SHEET 2 OF 2
STORM DRAIN DETAILS
GRADING CROSS SECTIONS SHEET 1 OF 2
GRADING CROSS SECTIONS SHEET 2 OF 2
STRUCTURAL NOTES
PLAN & ELEVATION SHEET 1 OF 2
PLAN & ELEVATION SHEET 2 OF 2
SECTIONS & DETAILS SHEET 1 OF 4
SECTIONS & DETAILS SHEET 2 OF 4
SECTIONS & DETAILS SHEET 3 OF 4
SECTIONS & DETAILS SHEET 4 OF 4
MISCELLANEOUS DETAILS
LOCATIONS OF EXPLORATIONS
LOG OF EXPLORATIONS SHEET 1 OF 4
LOG OF EXPLORATIONS SHEET 2 OF 4
LOG OF EXPLORATIONS SHEET 3 OF 4
LOG OF EXPLORATIONS SHEET 4 OF 4
WALL ELEVATION AND PLAN SHEET 1 OF 2
WALL ELEVATION AND PLAN SHEET 2 OF 2
WALL DETAILS
FILE NO. TITLE SHEET NO. REVISION
DISTRICT
373 /253
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373/ 257
373/ 258
373/ 259
373/ 260
373/ 261
373/ 262
373/ 263
373/ 264
373/ 265
373/ 274
373/ 275
373/ 276
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373/ 252
PLAN & ELEVATION SHEET 1 OF 1 AS-01
AS-02 WALL TIE IN DETAILS
DRAINAGE TRANSITION DETAIL
GEOTECH
GENERAL
BORINGS
CIVIL
STRUCTURAL
LANDSCAPE
OPTION 1
CIVIL
STRUCTURAL
SITE SURVEY SHEET 1 OF 2
SITE SURVEY SHEET 2 OF 2
FILE NO TITLE SHEET NO REVISION
AC-01
AC-02
AC-03
AC-04
AC-05
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373/ 269
373/ 270
373/ 271
373/ 272
373/ 273
373/ 277
373/ 278
373/ 279
373/ 280
373/ 281
373/ 282
373/ 283
COVER SHEET
HORIZONTAL CONTROL PLAN
PLAN AND PROFILE - DIKE STA.23+15 TO STA.15+80
CROSS SECTIONS STA.23+00 TO STA.15+80
GRADING AND DRAINAGE PLAN, OPTION 1
GRADING CROSS SECTION, OPTION 1
ACCESS RAMP - EMBANKMENT STA.18+00
GENERAL STRUCTURAL NOTES & DETAILS
BOX CULVERT PROFILE & STRUCTURAL DETAILS
BOX CULVERT INLET STRUCTURE, STRUCTURAL DETAILS
BOX CULVERT OUTLET STRUCTURE, STRUCTURAL DETAILS 1 OF 2
BOX CULVERT OUTLET STRUCTURE, STRUCTURAL DETAILS 2 OF 2
72" PRESSURE PIPE - INLET STRUCTURE, STRUCTURAL DETAILS
72" PRESSURE PIPE - OUTLET STRUCTURE, STRUCTURAL DETAILS 1 OF 2
72" PRESSURE PIPE - OUTLET STRUCTURES, STRUCTURAL DETAILS 2 OF 2
PROTECTION BARRIER
PRESSURE MANHOLE STRUCTURAL DETAILS
C-1
C-2
C-3
C-4
C-5
C-6
C-7
C-8
C-9
C-10
C-11
C-12
C-13
C-14
C-15
C-16
C-17
C-18
C-19
C-20
C-21
C-22
C-23
C-24
C-25
373/ 180
373/ 181
373/ 182
373/ 183
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373/ 186
373/ 187
373/ 188
373/ 189
373/ 190
373/ 191
373/ 192
373/ 193
373/ 194
373/ 195
373/ 196
373/ 197
373/ 198
373/ 199
373/ 200
373/ 201
373/ 202
373/ 203
373/ 204
373/205
373/206
373/207
373/208
373/209
373/210
373/211
373/212
373/213
373/214
S-1
S-2
S-3
S-4
S-5
S-6
S-7
S-8
S-9
S-10
373/217
373/218
373/219
373/220
373/221
373/222
373/223
373/224
373/225
373/226
373/227
373/228
373/229
373/230
373/231
373/232
373/233
373/234
373/235
373/236
373/237
373/238
373/239
373/240
373/241
373/242
373/243
373/244
373/245
373/246
373/247
373/248
373/249
373/250
G-1
G-2
G-3
G-4
G-5
G-6
G-7
G-8
G-9
G-10
G-11
G-12
G-13
G-14
G-15
G-16
G-17
G-18
G-19
G-20
G-21
G-22
G-23
G-24
G-25
G-26
G-27
G-28
G-29
G-30
G-31
G-32
G-33
G-34
PLAN OF EXPLORATION
LEGEND AND NOTES
LOGS OF FOUNDATION EXPLORATION TH75-10
LOGS OF FOUNDATION EXPLORATION TH75-12, TH75-14 AND TH75-21
LOGS OF FOUNDATION EXPLORATION TH75-22, TH75-23 AND TH75-48
LOGS OF FOUNDATION EXPLORATION TH80-15
LOGS OF FOUNDATION EXPLORATION TH87-13 AND TH87-15
LOGS OF FOUNDATION EXPLORATION TH94-1
LOGS OF FOUNDATION EXPLORATION TH94-2
LOGS OF FOUNDATION EXPLORATION TH94-3
LOGS OF FOUNDATION EXPLORATION TH94-4
LOGS OF FOUNDATION EXPLORATION TH94-5
LOGS OF FOUNDATION EXPLORATION TH06-1AW
LOGS OF FOUNDATION EXPLORATION TH06-2AW
LOGS OF FOUNDATION EXPLORATION TH07-1AD
LOGS OF FOUNDATION EXPLORATION TH07-2AD
LOGS OF FOUNDATION EXPLORATION TH07-3AD AND TH07-4AD
LOGS OF FOUNDATION EXPLORATION TH07-5AD
LOGS OF FOUNDATION EXPLORATION TH07-8AD
LOGS OF FOUNDATION EXPLORATION TH08-01AD
LOGS OF FOUNDATION EXPLORATION TH08-02AD AND TH08-03AD
LOGS OF FOUNDATION EXPLORATION TH08-04AD
LOGS OF FOUNDATION EXPLORATION TH08-05AD AND TH08-06AD
LOGS OF FOUNDATION EXPLORATION TH08-07AD, TH08-08AD AND TH08-09AD
LOGS OF FOUNDATION EXPLORATION TT79-14, TT79-15 AND TT79-16
LOGS OF FOUNDATION EXPLORATION TT79-18 AND TT79-19
LOGS OF FOUNDATION EXPLORATION TT87-17, TT87-18 AND TT87-19
LOGS OF FOUNDATION EXPLORATION TT87-20, TT87-21 AND TT87-22
LOGS OF FOUNDATION EXPLORATION TT94-1 AND TT94-2
LOGS OF BORROW EXPLORATION TH75-26, TH75-27, TH75-28 AND TH75-29
LOGS OF BORROW EXPLORATION TH79-1, TH79-2, TH79-3, TH79-5 AND TH79-6
LOGS OF BORROW EXPLORATION TH79-7, TH79-8, TH79-9, TH79-10, TH79-11 AND TH79-12
LOGS OF BORROW EXPLORATION TH80-2, TH80-3 AND TH80-4
LOGS OF BORROW EXPLORATION TT79-1, TT79-2, TT79-3, TT79-5, TT79-6, TT79-7,
TT79-8 AND TT79-9
VICINITY MAP AND PROJECT LOCATION MAP
INDEX TO CONTRACT DRAWINGS
GENERAL PLAN AND NOTES
BORROW AREA
FOUNDATION EXCAVATION PLAN - STA.57+00 TO STA.68+00
FOUNDATION EXCAVATION PLAN - STA.43+00 TO STA.57+00
FOUNDATION EXCAVATION PLAN - STA.29+00 TO STA.43+00
FOUNDATION EXCAVATION PLAN - STA.15+00 TO STA.29+00
PLAN & PROFILE - STA.57+00 TO STA.68+00
PLAN & PROFILE - STA.43+00 TO STA.57+00
PLAN & PROFILE - STA.29+00 TO STA.43+00
PLAN & PROFILE - STA.15+00 TO STA.29+00
CROSS SECTIONS - STA.15+00 TO STA.35+00
CROSS SECTIONS - STA.36+00 TO STA.56+00
CROSS SECTIONS - STA.57+00 TO STA.68+00
TYPICAL EMBANKMENT SECTIONS
EMBANKMENT SECTION DETAILS
ACCESS RAMP - EMBANKMENT STA.64+60
RAMP 2 @ EMBANKMENT STA.28+00
BOX CULVERT PLAN - PROFILE, AND DETAILS
NOT USED
72" RCP CULVERT - PLAN, PROFILE, AND DETAILS
DITCH - PLAN & PROFILE
OBSERVATION WELL, SETTLEMENT PLATE, & SURVEY MONUMENT DETAILS
SWING GATE AND GUARD CABLE FENCE DETAILS
SAFETY PAYS
VALUE ENGINEERING PAYS
D E
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02-19
03-02
03-03
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N
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S ’0
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S75^00’00"W
S75^00’00"WN74^00’00"W
N74^00’00"W
025+002
68+
69+
R=5.5’
528 5
POBSta 16+00.00
PCSta 16+88.36
PTSta 18+16.11
PCSta 18+21.8
P
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SAFETY PAYS
VALUE ENGINEERING PAYS
D E
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30"G
30"G
30"G
30"G
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30"G
30"G
30"G
30"G
30"G
30"G
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30"G 30"G
30"G 30"G
30"G
30"G
30"G 30"G
30"G
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30"G 30"G
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30"G
A U
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A L
L .D
G N
POMONA RINCON RD
A U
T O
C E
N T
E R
D R
RESEARCH DR
N
R/W
R/W
R/W R/W
R/W
R/W
R/W
0 300 300 600FT
SCALE: 1’’= 300’
SE
R
FA
S C
L U
B D
R
R/W
BURLINGTON NORTHERN AND SANTA FE RAILROAD
PLAN
G U
L L Y
W
ARDLOW
RD
COE
OFFICE
EXIST SPILLWAY
RIVERSIDE FREEWAY
EX
IST 30" G
A
S LIN
E
POWER LINE
EXIST. WOODEN FENCE, PROTECT IN PLACE
C-3
N 628,500
E
,5 ,2
E
,5 ,7
N 629,000
N 628,000
E
,5 ,2
EXIST.
CEMETERY
RAIL
ROAD ST
HAUL ROUTE COORDINATES
R /W
CONTRACTOR’S
STAGING
AREA
PBA-010
PBA-012
PBA-014
POINT NORTHING EASTING ELEVATION DESCRIPTIONS
PBA-010 628,404.26 1,579,677.99 581.72 BRASS CAP
PBA-012 629,570.50 1,581,061.36 530.50 OCS TAG
PBA-014 630,847.36 1,584,476.79 528.54 OCS TAG
HORIZONTAL DATUM IS BASED ON NAD 27 CALIFORNIA ZONE 6
VERTICAL DATUM IS BASED ON NGVD 29
UNIT OF MEASURE: FEET
CONTROL POINTS
LIMIT OF WORK
EXIST. VEGETATION.
PROTECT IN PLACE
EXIST. PHONE TOWER, FENCE ENCLOSURE.
PROTECT IN PLACE
EXIST. PHONE TOWER, FENCE ENCLOSURE.
PROTECT IN PLACE
NORTHING EASTING
1 628,952 1,584,416
2 628,450 1,584,230
LIMIT OF BORROW AREA
SEE SHEET C-4
TCE
G E
N E
R A
L P
L A
N A
N D
N O
T E
S
AUXILIARY FLOODWALL ALIGNMENT
EX
IST. R
O A
D
H A
U L
R O
U T
E
EXIST. ROAD
IN ORDER TO USE THE OPTIONAL HAUL ROUTE, THE
CONTRACTOR SHALL ERECT 8’ HIGH SOUND WALLS ON
BOTH SIDE OF THE ROAD FOR THE LIMITS SHOWN
OR AS DIRECTED BY THE CONTRACTING OFFICER.
H A
U L R
O U
T E
H A
U L
R O
U T
E
O
PTIO
N A
L
O P
T
IO
N A
L
ROUTE
H A
U L
SOUND WALL LIMITS
AUXILIARY EMBANKMENT
ALIGNMENT
FIBER OPTICS CABLE
PROTECT IN PLACE
GENERAL NOTES
Corrugated Metal Pipe.
Begin Vertical Curve.
Clearance.
Chain Link Fence.
Continuous.
Construction Joint.
C.M.P.
B.V.C.
CONT.
CLR.
C.L.F.
C.J.
ABBREVIATIONS
Adj. Adjust.
BM Benchmark.
Begin Horizontal Curve.B.C.
Bk. Back.
Ahd. Ahead.
Alt. Alternate.
Diagonal.DIAG.
Diameter.DIA.
Dbl. Double.
CY Cubic Yards.
Expansion Joint.EXP. JT.
ExistingEXIST.
End Vertical Curve.E.V.C.
Elevation.
End Horizontal Curve.E.C.
Ea. Each.
D/S Downstream.
Horiz. Horizontal.
Int. Intersection.
Jt. Joint.
Left.
Manhole.
Vertical Point of Intersection.
Reinforcing.
Maximum.
Lt.
M.H.
V.P.I.
REINF.
MAX.
U/S Upstream.
Length.L
Lbs. Pounds.
L.O.L. Layout Line.
Right.Rt.
Reinforced Concrete Pipe.R.C.P.
Reinforced Concrete Box.R.C.B.
R Radius.
Miscellaneous.Misc.
Minimum.MIN.
Ret. Retaining.
Right-of-Way.R/W
S.F. Square Foot.
TF
Vert. Vertical.
Lsar Lower Santa Ana River
Asphalt Concrete.A.C.
Abt. About.
Symm. Symmetrical .
SD Side Drain Station
HT. Wall Height.
G.L. Grade Line
Typical.TYP.
T Tangent.
TW
Top of Footing
Top of Wall
MFR Manufacturer
A.D.G Automatic Drainage Gate EL/ELV.
Top And BottomT&B
Point of Intersection.P.I.
P.T.
CHAN. Channel.
Point of Tangency.
P.C. Point of Curvature.
P.C.C. Portland Cement Concrete.
DG. Decomposed Granite
F.G. Finished Grade
Flow LineF.L./FL.
TCE Temporary Construction Easement
LEGEND
LIMIT OF WORK
R/W
POWER
GAS
EXIST. GATE
GRADE SEPERATION PROJECT
(FUTURE WORK BY OTHERS)
30"G
1. UNLESS OTHERWISE NOTED, EXISTING UTILITIES ARE TO REMAIN IN PLACE. ANY
REMOVAL OR RELOCATION DESIRED BY THE CONTRACTOR, OTHER THAN THAT NONTED ON THE
DRAWINGS, SHALL BE AT THE EXPENSE OF THE CONTRACTOR WITH APPROVAL OF THE OWNER
AND THE CONTRACTING OFFICER
2.ALL STATIONS ARE ON AND NORMAL TO THE CENTERLINE OF THE RESPECTIVE FEATURES.
3. ALL DIMENSIONS IN PLAN ARE HORIZONTAL UNLESS OTHERWISE NOTED.
4. DIMENSIONS SHOWN TO EXISTING STRUCTURES SHALL BE VERIFIED IN THE FIELD
5. ALL UTILITY LOCATIONS ARE APPORXIMATE AND SHALL BE VERIFIED IN THE FIELD.
CONTRACTOR SHALL NOTIFY UTILITY COMPANY OF ANY WORK IN THE VICINITY.
6. TOPOGRAPHIC MAP DEVELOPED FROM AERIAL PHOTOS DATED AUGUST 2008 BY
JOHNSON-FRANK & ASSOCIATES.
80^00’00"W
N 80^00’00"W
S45^00’0 0"W
S75^00’00"W
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.2
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H
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.2
H
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H
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H
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H
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.2
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H
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H
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H
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P C
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SAFETY PAYS
VALUE ENGINEERING PAYS
D E
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D R
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N B
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D B
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595 595
600600 600600
29+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+00
E L
E V
A T
IO
N
0 50 50 100FT
SCALE: 1’’= 50’
0 50 50 100FT
SCALE: 1’’= 50’
0 10 10 20FT
SCALE: 1’’= 10’
HORZ.
VERT.
R/W
P L
A N
P
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.D
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CULVERT >
DITCH >
N
S T
A
S T
A
.0
S T
A
.0
E
N 627,702
E 1,583,120
SLOPE CHANGE
SLOPE CHANGE
BOX CULVERT
INVERT ELEV. 523.96 @ > DIKE
S T
A
.6
S T
A
.8
.1
N 628,100
E
,5 ,9
N 628,000
E
,5 ,7
STA. 40+48.39
ELE. 500.00
STA. 38+43.24
ELE. 500.00
INV.
EL. 524.92
L
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F
W
R
K
A
E
A
T
P
S
O
O
T
E
C
T
I
O
N
EXISTING GROUND AT > EMBANKMENT
AUXILIARY EMBANKMENT >
20’
20’
DITCH TYPE 2
C-11
S T
A M
A T
C H
L
IN
E S
E E
S H
E E
T C
-1
FOUNDATION EXCAVATION LINE
@ BOX CULVERT AREA,
SEE SHT. C-7
LEGEND
ASPHALT PAVING
SETTLEMENT PLATE
S T
A
.0
E 1,583,133.36
EL. 531.30
N 628,355.43
E 1,583,395.88
E
L
.6
N 628,231.66
E 1,583,259.35
EL. 550.56
S T
A
.0
STA. 36+00.00
ELE. 537.00
PROJECTED FOUNDATION EXCAVATION KEY
BACKFILL.
GRADE TO POSITIVE FLOW
TOWARD CULVERT CENTER LINE
T
G
A
V
B
A
N
K
E
T
FOUNDATION EXCAVATION LINE
FOR SEEPAGE CONTROL
BACKFILL. GRADE TO POSITIVE
FLOW TOWARD CENTER LINE
BACKFILL. GRADE TO POSITIVE
FLOW TOWARD DITCH
LIMIT OF WORK AREA
BACKFILL.
GRADE TO POSITIVE
FLOW TOWARD DITCH
S T
A
M
T
C H
L I N
E S
E E
S H
E E
T C
FOUNDATION EXCAVATION LINE
@ BOX CULVERT AREA,
SEE SHT. C-7
(TYP)
A
C
ABC
20’
ABC
15’
S L O
N 628,334.01
E 1,583,472.60
EL. 551.77
SETTLEMENT BASE.
10’ X 10’ X 10" CONCRETE SLAB
WITH #4@6" IN BOTH DIRECTIONS
SEE SETTLEMENT BASE NOTES HEREON.
TOP OF > EMBANKMENT, ELEV. 595.40
SETTLEMENT PIPE WITH CAP.
STA. 35+80.00
ELE. 523.00
STA. 32+00.00
ELE. 535.00
MAINT.
ACCESS
ROAD
N 628,465
E 1,583,740
MAINT.
ACCESS
ROAD
N 628,050
N 627,860
E 1,583,850
CONSTRUCTION NOTES
1 MAINTENANCE ROAD. SURFACING TYPE AND WIDTH DIMENSIONS SHOWN ON PLAN. SEE SECTION DETAILS
ON SHEET C-17.
2 24" THICK STONE PROTECTION OVER 12" BEDDING MATERIAL, SEE TYPICAL SECTION ON SHEET C-16.
3 12" GRAVEL BLANKET, SEE TYPICAL SECTION ON SHEET C-16.
4 INLET STRUCTURE, SEE DETAILS ON SHEET S-4.
5 OUTLET STRUCTURE, SEE DETAILS ON SHEET S-5.
8 2-CELL BOX CULVERT, SEE DETAILS ON SHEET C-20.
9 SEE SHT C-23 FOR DITCH PLAN & PROFILE.
11 SETTLEMENT PLATES, SEE DETAILS ON SHEET C-24.
13 OBSERVATION WELL. SEE DETAILS ON SHEET C-24.
14 SETTLEMENT BASES ARE TO BE CAST IN PLACE ON AT THE STATION IDENTIFIED. THE CENTER OF THE
BASES ARE TO BE LOCATED 8 FEET TO THE LANDWARD SIDE OF THE CENTERLINE. CONTRACTOR SHALL
MAINTAIN 10-FOOT HORIZONTAL CLEARANCE FOR HEAVY EQUIPMENT WITHIN 5 FEET VERTICAL OF
SETTLEMENT BASE. FILL WITHIN CLEARANCE AREA SHALL BE COMPACTED BY AN APPROVED METHOD
TO PROJECT SPECIFICATIONS.
STA. 43+00.00
ELE. 545.00
STA. 37+60.00
ELE. 540.00
STA. 41+31.16
ELE. 536.35
FOUNDATION EXCAVATION
STA. 33+00.00
ELE. 554.00
STA. 36+50.00
ELE. 540.05
STA. 29+00.00
ELE. 535.00
STA. 29+00.00
ELE. 554.00
VARIES, SEE SEEPAGE CONTROL DETAIL
FR STA. 36+00 TO 37+60 ON SHEET C-14.
(TYP)
(TYP)
6 24" THICK GROUTED STONE APRON.
CONCRETE DITCH
GRADE TO POSITIVE FLOW
AWAY FROM CULVERT OUTLET
LIMIT OF
CUT/FILL
TYPE 1
TYPE 2 DITCH
GRADE
BREAK
GRADE
BREAK
T Y P E 1 C O N C R ETE D IT C H
CONCRETE END
STA. 34+00
MATCH EXIST GROUND
ELEVATION
END TYPE 3
DITCH SECTION
BEGIN TYPE 3
DITCH SECTION
ZONE 1 (TYP.)
2%
X S
E C
T
.D G
N
TRANSITION ZONE (TYP.)
ACCESS RAMP 2 SLOPE
ACCESS RAMP 2
TRANSITION ZONE (TYP.)
C-13
NOTE:
1. CROSS SECTIONS SHOWN LOOKING UP-STATION.
2. 12" STRIPPING NOT SHOWN.
3. TOE EXCAVATION NOT SHOWN.
4. SURFACE DESIGN FEATURES NOT SHOWN ON THIS SHEET, SEE EMBANKMENT SECTIONS SHEETS.
EXISTING
GROUND
(TYP.)
DITCH
(TYP.)
TOP OF > EMBANKMENT (TYP.)
ELEV. 595.40
ZONE 2 (TYP.)
ZONE 1 (TYP.)
2%
TRANSITION ZONE (TYP.)
ACCESS RAMP 2 SLOPE
ACCESS RAMP 2
TRANSITION ZONE (TYP.)
EXISTING
GROUND
(TYP.)
DITCH
(TYP.)
ZONE 2 (TYP.)
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200-220-240
24+00
R/W
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200-220-240
25+00
R/W
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200-220-240
26+00
R/W
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200-220-240
27+00
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200-220-240
28+00
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200-220-240
29+00
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200-220-240
30+00
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200-220-240
31+00
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200-220-240
32+00
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200-220-240
33+00
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200-220-240
34+00
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200-220-240
35+00
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200-220-240
20+00
610R/W
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200-220-240
21+00
R/W
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200-220-240
22+00
R/W
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200-220-240
23+00
R/W
1.5 (TYP.)
FOUNDATION
EXCAVATION
FOUNDATION EXCAVATION KEY (TYP)
C R
O S
S S
E C
T I O
N S
S T
A
T
O
SAFETY PAYS
VALUE ENGINEERING PAYS
D E
S I G
N E
D B
Y
D R
A W
N B
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C H
E C
K E
D B
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A P
P R
O V
A L
D A
T E
S Y
M B
O L
D E
S C
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SHEET
U .S
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E L
E S
C O
R P
S O
F E
N G
I N
E E
R S
R E
V
IS
IO
N
S D
I S
T R
I C
T F
I L
E N
O
S U
B M
I T
T E
D B
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S A
N T
A A
N A
R I V
E R
M A
I N
S T
E M
C
A L
I F
O R
N I A
P H
A S
E I
I P
R A
D O
D A
M
A U
X
IL
IA
R
Y E
M B
A N
K M
E N
T
F L
O O
D W
A L
L
S P
E C
N
O
W
P L
B
L
D O
L D
O
S .V
A U
G
ZONE 2 (TYP.)
DITCH (TYP.)
2%
X S
E C
T
.D G
N
C R
O S
S S
E C
T I O
N S
S T
A
T
O
TRANSITION ZONE (TYP.)
ZONE 1 (TYP.)
ZONE 1 SELECT (TYP.) *
ZONE 1 (TYP.) *
C-14
NOTE:
1. CROSS SECTIONS SHOWN LOOKING UP-STATION.
2. 12" STRIPPING NOT SHOWN.
3. TOE EXCAVATION NOT SHOWN.
4. SURFACE DESIGN FEATURES NOT SHOWN ON THIS SHEET, SEE EMBANKMENT SECTIONS SHEETS.
*. SEEPAGE CONTROL FEATURE FROM STATION 36+00 TO 51+00.
EXISTING
GROUND
(TYP.)
TOP OF > EMBANKMENT (TYP.)
ELEV. 595.40
FOUNDATION EXCAVATION (TYP.)
FOUNDATION EXCAVATION KEY (TYP.)
FOUNDATION EXCAVATION (TYP.)
0 20 40 60 80 100 120 140 160 180 200 220 240-20-40-60-80-100-120-140-160-180-200-220-240-260-280
36+00
0 20 40 60 80 100 120 140 160 180 200 220 240-20-40-60-80-100-120-140-160-180-200-220-240-260-280
37+00
0 20 40 60 80 100 120 140 160 180 200 220 240-20-40-60-80-100-120-140-160-180-200-220-240-260-280
38+00
0 20 40 60 80 100 120 140 160 180 200 220 240-20-40-60-80-100-120-140-160-180-200-220-240-260-280
39+00
0 20 40 60 80 100 120 140 160 180 200 220 240-20-40-60-80-100-120-140-160-180-200-220-240-260-280
40+00
R/W
0 20 40 60 80 100 120 140 160 180 200 220 240-20-40-60-80-100-120-140-160-180-200-220-240-260-280
41+00
R/W
0 20 40 60 80 100 120 140 160 180 200 220 240-20-40-60-80-100-120-140-160-180-200-220-240-260-280
42+00
610R/W
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200
43+00
610R/W
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200
44+00
R/W
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200
45+00
R/W
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200
46+00
R/W
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200
47+00
R/W
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200
48+00
R/W
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200
49+00
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200
50+00
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200
51+00
R/W
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200
52+00
R/W
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200
53+00
R/W
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200
54+00
R/W
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200
55+00
R/W
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200
56+00
R/W
SAFETY PAYS
VALUE ENGINEERING PAYS
D E
S I G
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
SHEET
U .S
A
R M
Y E
N G
I N
E E
R D
I S
T R
I C
T
L O
S A
N G
E L
E S
C O
R P
S O
F E
N G
I N
E E
R S
R E
V
IS
IO
N
S D
I S
T R
I C
T F
I L
E N
O
S U
B M
I T
T E
D B
Y
C H
I E
F
D E
S I G
N B
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S A
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A A
N A
R I V
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M A
I N
S T
E M
C
A L
I F
O R
N I A
P H
A S
E I
I P
R A
D O
D A
M
A U
X
IL
IA
R
Y E
M B
A N
K M
E N
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F L
O O
D W
A L
L
S P
E C
N
O
W
P L
B
L
D O
L D
O
S .V
A U
G
ZONE 2 (TYP.)
2%
X S
E C
T
.D G
N
C R
O S
S S
E C
T I O
N S
S T
A
T
O
DITCH (TYP.)
TRANSITION ZONE (TYP.)
ZONE 1 (TYP.)
TRANSITION ZONE (TYP.)
C-15
NOTE:
1. CROSS SECTIONS SHOWN LOOKING UP-STATION.
2. 12" STRIPPING NOT SHOWN.
3. TOE EXCAVATION NOT SHOWN.
3. SURFACE DESIGN FEATURES NOT SHOWN ON THIS SHEET, SEE EMBANKMENT SECTIONS SHEETS.
ACCESS RAMP
EXISTING
GROUND
(TYP.)
TOP OF > EMBANKMENT (TYP.)
ELEV. 595.40
FOUNDATION EXCAVATION (TYP.)
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200
57+00
R/W
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200
58+00
R/W
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200
59+00
R/W
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200
60+00
R/W
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200
61+00
R/W
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200
62+00
R/W
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200
63+00
R/W
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200
64+00
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200
65+00
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200
66+00
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200
67+00
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200
68+00
SAFETY PAYS
VALUE ENGINEERING PAYS
D E
S I G
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
SHEET
U .S
A
R M
Y E
N G
I N
E E
R D
I S
T R
I C
T
L O
S A
N G
E L
E S
C O
R P
S O
F E
N G
I N
E E
R S
R E
V
IS
IO
N
S D
I S
T R
I C
T F
I L
E N
O
S U
B M
I T
T E
D B
Y
C H
I E
F
D E
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M A
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S T
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A L
I F
O R
N I A
P H
A S
E I
I P
R A
D O
D A
M
A U
X
IL
IA
R
Y E
M B
A N
K M
E N
T
F L
O O
D W
A L
L
S P
E C
N
O
W
P L
B
L
D O
L D
O
S .V
A U
G
NOTE: TYPICAL SECTION IS LOOKING FROM LOWER STATION TO HIGHER STATION.
M
B S
E C
T
.D G
N
TYP.
T Y
P I C
A L
E M
B A
N K
M E
N T
S E
C T
I O
N S
24" STONE
PROTECTION
12" BEDDING
M
A
T
E
R
I
A
L
C-16
EXCAVATION TOE
1 3’
TYP.
2%
VARIES PER PROFILE ON
SHEETS C-9 TO C-12 (TYP)
SEE MAINTENANCE ROAD SECTION SHT C-17 (TYP.)
NOTE:
FROM STA 17+40 TO STA 22+60, STONE PROTECTION,
BEDDING MATERIAL, GRAVEL BLANKET AND TOPSOIL
IS INCLUDED IN THE OPTION 1 CONSTRUCTION.
4" THICK BY 20’ WIDE
ABC ACCESS ROAD
BACKFILL
SAFETY PAYS
VALUE ENGINEERING PAYS
D E
S I G
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
SHEET
U .S
A
R M
Y E
N G
I N
E E
R D
I S
T R
I C
T
L O
S A
N G
E L
E S
C O
R P
S O
F E
N G
I N
E E
R S
R E
V
IS
IO
N
S D
I S
T R
I C
T F
I L
E N
O
S U
B M
I T
T E
D B
Y
C H
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S A
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A A
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M A
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E M
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A L
I F
O R
N I A
P H
A S
E I
I P
R A
D O
D A
M
A U
X
IL
IA
R
Y E
M B
A N
K M
E N
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F L
O O
D W
A L
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S P
E C
N
O
W
P L
B
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D O
L D
O
S .V
A U
G H
N
R
E
S
E
R
V
O
D
E
LANDWARD SIDE
2%
R/W 18’
2.25
ELEV. 580.00
2.25
> DITCH
15’(TYP.)
15’(TYP.)
EXIST GROUND
R
E
S
E
R
V
O
D
E
L
A
N
D
W
A
D
D
E
2%R/W
18’
ELEV. 580.00
2.25
T
C
H
2.25
2%
18’
L
A
N
D
W
A
D
E
R
E
S
E
R
V
O
D
E
R/W
T
O
P
E
2.25
2%
18’
V
A
R
I
L
A
N
D
W
A
D
E
R
E
S
E
R
V
O
D
E
R/W
S
L
O
C
A
N
G
T
C
H
BNSF R/R TRACTS
TRANSITION ZONE (TYP.)
15’(TYP.)
(TYP.)
(TYP.)
> EMBANKMENT
B
A
N
K
M
E
N
T
> EMBANKMENT
B
A
N
K
M
E
N
T
N.T.S.
N.T.S.
N
T
S
N
T
S
Y
P
23.57’ (TYP.)
R
I
P
P
I
Y
P
R
I
P
P
I
Y
P
EXIST GROUND
R
E
S
E
R
V
O
D
E
L
A
N
D
W
A
D
E
> DITCH
2%
R/W
18’
2.25
2.25
E
L
E
V
Y
P
E
L
E
Y
P
T
E
Y
P
(TYP.)
(TYP.)15’(TYP.)
(TYP.)
R
I
P
P
I
Y
P
T
Y
P
B
A
N
K
M
E
N
T
N.T.S.
T
Y
P
12" GRAVEL
BLANKET
T
Y
P
SLOPE CHANGE @
TOP OF FILL ELE. 580.0
NOTES:
R
I
FOUNDATION
E
X
C
A
V
A
T
I
O
N
15’(TYP.)
T
R
A
N
S
I
T
I
O
N
ZONE
(TYP.)
S
L
O
A
N
SLOPE CHANGE @
TOP OF FILL ELE. 580.0
C
O
M
P
A
C
T
L
L
Z
O
T
E
R
I
A
L
(TYP.)
COMPACTED
FILL, ZONE II
MATERIAL
(TYP.)
H
Y
D
R
O
S
E
L
FINISHED GRADES
AND ALL DISTURBED
AREAS OUTSIDE OF
FINISHED GRADES
(TYP.)
S
L
O
A
N
COMPACTED FILL,
ZONE 1 MATERIAL
SLOPE CHANGE @
T
S
L
O
A
N
TRANSITION ZONE
(TYP.)
COMPACTED FILL,
Z
O
T
E
R
I
A
L
S
L
O
A
N
S
L
O
A
N
COMPACTED
FILL, ZONE II
MATERIAL
(TYP.)
E
X
I
S
T
GROUND
HYDROSEED ALL
F
I
N
I
S
H
A
D
E
S
A
S
T
U
R
B
E
D
A
R
E
U
T
S
I
FINISHED GRADES
(TYP.)
EXIST GROUND
R
E
S
E
R
V
O
D
E
L
A
N
D
W
A
D
T
C
H
2%
R/W
18’
2.25
E
L
E
Y
P
E
L
E
Y
P
T
E
Y
P
(TYP.)
(TYP.)1
T
Y
P
(TYP.)
R
I
P
P
I
Y
P
T
Y
P
N.T.S.
T
Y
P
FOUNDATION
EXCAVATION
TRANSITION
ZONE
(TYP.)
S
L
O
A
N
SLOPE CHANGE @
TOP OF FILL ELE. 580.0
C
O
M
P
A
C
T
L
L
ZONE 1 MATERIAL
(TYP.)
COMPACTED
FILL, ZONE II
MATERIAL
(TYP.)
B
A
N
K
M
E
N
T
1.5
50’
20’
1.5
F
O
U
N
D
A
T
I
O
N
EXCAVATION
1.5
15’
1.5
TOE OF SLOPE
(TYP.)
T
H
Y
Y
V
A
R
I
TO 50’ @ STA. 44+00
12" TOP SOIL
AND HYDROSEED
(TYP)
12" GRAVEL
BLANKET
(TYP)
12" GRAVEL
BLANKET
(TYP)
12" TOP SOIL
AND HYDROSEED
(TYP)
4" ABC
20’ MAINTENANCE
A
C
C
E
S
Y
P
20’ MAINTENANCE
ACCESS. (TYP.)
I
N
T
E
N
A
N
C
E
A
C
C
E
S
Y
P
I
N
T
E
N
A
N
C
E
ACCESS. (TYP.)
20’ MAINTENANCE
ACCESS. (TYP.)
4" ABC
2%
4" ABC
2%
4" ABC
2% 4" ABC
I
N
T
A
C
C
E
S
S
(TYP.)
I
N
T
ACCESS
(TYP.)
4" ABC
15’ MAINT.
ACCESS
T
Y
P
4" ABC
4" ABC
15’ MAINT.
ACCESS
(TYP.)
4" ABC
H
Y
D
R
O
S
E
N
I
S
H
A
D
S
T
U
R
B
E
D
A
R
E
T
S
I
F
I
N
I
S
H
A
D
E
S
T
Y
P
I
N
T
A
C
C
E
Y
P
S
E
P
A
N
T
R
T
A
I
L
SHT C-17
P
S
O
I
L
AND HYDROSEED
4" ABC
RIPRAP
S
T
C
T
I
O
E
Y
P
D
I
T
G
I
A
TYPICAL SECTION
FROM STA. 51+30.00 TO 56+78.00
TYPICAL SECTION
FROM STA. 56+78.00 TO 62+00.00
TYPICAL SECTION
FROM STA. 16+72.25 TO 31+00.00
TYPICAL SECTION
FROM STA. 62+00.00 TO 68+00.00
TYPICAL SECTION
FROM STA. 29+00.00 TO 36+00.00
TYPICAL SECTION
FROM STA. 36+00.00 TO 51+30.00
01 2 3 4 4
SCALE: 1/4’’=1’-0’’
8FT
E M
B S
E C
T
.D G
N
0 10 10 20FT
SCALE: 1’’= 10’
E M
B A
N K
M E
N T
S E
C T
I O
N S
D E
T A
I
E
P
A
N
T
R
T
A
FROM STA. 38+00 TO 41+00
E
P
A
N
T
R
T
A
FROM STA. 36+00 TO 37+60
E
P
A
N
T
R
T
A
FROM STA. 41+00 TO 51+00
01 2 3 4 4
SCALE: 1/4’’=1’-0’’
8FT
TYPE 2 DITCH TYPICAL SECTION
STA. 34+00 TO STA. 46+00
0 10 10 20FT
SCALE: 1’’= 10’
MAINTENANCE ROAD SECTION
C-17
TYPE 1 CONCRETE DITCH TYPICAL SECTION
STA. 28+40 TO STA. 34+00
& STA. 51+00 TO STA. 62+00
RIPRAP DITCH TYPICAL SECTION
STA. 47+50 TO STA. 51+00
TYPE 3 DITCH
AT BOX CULVERT ENTRANCE
SAFETY PAYS
VALUE ENGINEERING PAYS
D E
S I G
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
SHEET
U .S
A
R M
Y E
N G
I N
E E
R D
I S
T R
I C
T
L O
S A
N G
E L
E S
C O
R P
S O
F E
N G
I N
E E
R S
R E
V
IS
IO
N
S D
I S
T R
I C
T F
I L
E N
O
S U
B M
I T
T E
D B
Y
C H
I E
F
D E
S I G
N B
R A
N C
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A R
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PRADO\DIKES\AUXILIARY\LINH\
S A
N T
A A
N A
R I V
E R
M A
I N
S T
E M
C
A L
I F
O R
N I A
P H
A S
E I
I P
R A
D O
D A
M
A U
X
IL
IA
R
Y E
M B
A N
K M
E N
T
F L
O O
D W
A L
L
S P
E C
N
O
W
P L
B
L
D O
L D
O
S .V
A U
G H
N
FILL 2%
CUT
#4@12 LONGITUDINAL
A
N
V
E
R
N
T
E
R
2.25
2.25 2.25
12" 12"3’-5"
2%
5’-0"3’-5"
8’-9"
10" 10"
4" THICK
REINFORCED
CONCRETE
2.25 2.25
VARIES
P
A
N
S
RIP
RA
P 5’
15’
#4@8 LONGITUDINAL
A
N
V
E
R
N
T
E
R
(TYP.)
2’-6"
T
Y
P
8"
I
I
N
F
O
R
C
N
C
R
E
T
E
W
I
K
N
I
S
H
R
F
A
C
E
2.25
2’
1’
RIPRAP
8’
1.5
15’
5’
1.5
A
V
E
L
BLANKET
F
O
U
N
D
A
T
I
X
C
A
V
A
T
I
O
N
SE
L
E C
T
Z O
N E
1.5
1.5’
FILTER MATERIAL
C O
M
PA
C
TED
F
IL
L, ZO
N
E 1 M
A
TER
IA
L
1’
4.5’1
2.25
1.5
2.25
15’
8’
2’
1.5
12" GRAVEL
BLANKET
F
O
U
N
D
A
T
I
C
A
V
A
T
I
O
N
SE
L E C
T
Z O
N E
1’
1.5
RIPRAPF
I
L
T
T
E
R
I
A
L
C
O
M
P
A
C
T
L
L
Z
O
T
E
R
I
A
L
5’1
2.25
1.5
2’
1’
ELE. 530
E
L
E
ELEV. 525
1.5
1.5
SE
L
E C
T
Z O
N E
1.5
2.25
12" GRAVEL
BLANKET
F
O
U
N
D
A
T
I
C
A
V
A
T
I
O
N
FILTER MATERIAL
RIPRAP
VARIES
FROM 0’ @ STA. 36+00
TO 76’ @ STA. 37+60
COMPACTED FILL,
ZONE 1 MATERIAL
5’
2.25
K
E
2%
6’12’
4.66’
2.15’
27.14’
T
STONE PROTECTION
ELEV. 595.40
T
TOP OF 12"
GRAVEL BLANKET
2" AC PAVEMENT
OVER 4" ABC
2’RIPRAP
5’
20’ (***)
N
O
T
E
O
R
I
H
T
T
V
E
D
R
I
T
T
N
G
I
T
U
D
I
N
A
L
#4@18 TRANVERSE AT CENTER
6" 8"
2’-6"
I
I
N
F
O
R
C
N
C
R
E
T
E
W
I
K
N
I
S
H
R
F
A
586.4
2H :1
V
2H :1
V
R=50’
R
R
R=6’ :1
V
H
:1 V
2H :1V
2H :1V
12’
R A
M P
A L
IG
N
M E
N T
16.48’
6.71’12’
2.24’ 4.47’
R A
M P
A L
IG
N
M E
N T
O
O
T
E
C
T
I
Y
P
D
D
I
T
E
R
I
Y
P
2.24’
2%
2%
12" TOP SOIL,
H
Y
D
R
O
S
E
Y
P
2" AC PAVEMENT
OVER 4" ABC
2" AC PAVEMENT
OVER 4" ABC12" GRAVEL
610610
610610
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
E L
E V
A T
IO
N
SAFETY PAYS
VALUE ENGINEERING PAYS
D E
S I G
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
SHEET
U .S
A
R M
Y E
N G
I N
E E
R D
I S
T R
I C
T
L O
S A
N G
E L
E S
C O
R P
S O
F E
N G
I N
E E
R S
R E
V
IS
IO
N
S D
I S
T R
I C
T F
I L
E N
O
S U
B M
I T
T E
D B
Y
C H
I E
F
D E
S I G
N B
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N C
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PRADO\DIKES\AUXILIARY\LINH\
S A
N T
A A
N A
R I V
E R
M A
I N
S T
E M
C
A L
I F
O R
N I A
P H
A S
E I
I P
R A
D O
D A
M
A U
X
IL
IA
R
Y E
M B
A N
K M
E N
T
F L
O O
D W
A L
L
S P
E C
N
O
W
P L
B
L
D O
L D
O
S .V
A U
G H
N
PLAN
PROFILE
0 40 40 80FT
SCALE: 1’’= 40’
0 40 40 80FT
SCALE: 1’’= 40’
RAMP SURFACE
E
X
I
S
T
I
O
U
N
D
S T
A
.1
E L
E
.1
R/W
EMBANKMENT
MAINTENANCE ROAD
N 628,250
E
,5
,7
N 628,350
E
,5 ,1
N
S T
A
.0
S T
A
.0
ELE. 583.72
ELE. 581.56
S=6.50%
S .5
MATCH
EXISTING ELE.
L I M
I T
O F
W O
R K
A R
E A
GRADE BREAK
RAMP ALIGNMENT
A C
C E
S S
R A
M P
E
M B
A N
K M
E N
T S
T A
R A
M P
A C
C E
S S
.D G
N
ALIGNMENT CURVE DATA
RAMP
P.I. No. POB 1 2 3 POE
NORTHING 628,125.00 628,125.00 628,319.16 628,283.21 628,228.89
EASTING 1,580,600.00 1,580,750.33 1,580,912.49 1,580,958.25 1,581,161.00
RADIUS 250.00 15.00 50.00
DELTA 50^07’55"L 88^16’52"R 23^08’57"L
LENGTH 33.41 218.74 23.11 20.20 199.66
TANGENT 116.93 14.56 10.24 TYPICAL SECTION
RESEVOIR SIDE
TYPICAL SECTION
LANDWARD SIDE
(N.T.S.)
(N.T.S.)
TYPICAL SECTION IS LOOKING FROM LOWER STATION TO HIGHER STATION.
TYPICAL SECTION IS LOOKING FROM LOWER STATION TO HIGHER STATION.
13+00
P O
B S ta
.0
P O
E S ta
.0
P
IS
ta
.3
P
IS
ta
.1
P
IS
ta
.3
S=6.50% S=6.50%
S T
A
.0
ELE. 595.68
S T
A
.7
ELE. 594.80
S=2%
S T
A
.3
ELE. 594.80
S=1.33% S=0%
RAMP STA. 13+58.19 =
E
M
B
A
N
K
M
E
R A
M P P
I
R A
M P
P I
R A
M P P
I
C-18
CABLE
FENCING
IS
C D
E T
.D
G N
PROTECTIVE CASING WITH LOCKING COVER
N.T.S.
OBSERVATION WELL CROSS SECTION
W
E L
L C
A S
I N
G
S C
R E
E N
A N
D F
I L
T E
R P
A C
K
4" DIA. PVC WELL CASING
BOTTOM CAP
8" DIA. BORE HOLE
C20
CONSTRUCT CONCRETE BASE
3’-0" SQUARE AND 6" THICK WITH
No. 4 REBAR @ 12" O.C.
W E
L L
S C
R E
E N
I N
G P
E
C I F
I C
A T
I O
N S
PVC SLIP CAP
R
E H
O L
E
GRAVEL
C E
M E
N T
A N
N U
L A
R S
E A
L
EXIST.
GRADE
SEE DETAIL AT BOTTOM
RIGHT THIS SHEET
M
IN
WATER WELL CROSS SECTION
N.T.S.
CONCRETE ANNULAR SEAL
L
L C
A S
I N
G
GRAVEL PACK
WELL
SEAL
D
I A
B
O R
E H
O L
E
1" CLEARANCE
6" DIA. PVC (SCH. 80)
WELL CASING
8" DIA. PVC (SCH. 80)
WELL CASING
SPACE GUIDES AT 40’ INTERVALS BEGINNING 5’ FROM THE BOTTOM
OF CASING. COORDINATE SPACING WITH SOUNDING-TUBE AND
GRAVEL-PIPE LOCATIONS.
6" STAINLESS STEEL
CASING CENTRALIZER
6" DIA. PVC (SCH. 80)
WELL CASING
A N
N U
L A
R C
E M
E N
T S
A N
I T
A R
Y S
E A
L
PVC CAP (SCH. 80)
ANNULAR CEMENT SANITARY SEAL
(M
IN
(M
IN
WELL SCREENING SHALL BE
DETERMINED BY A COMPETENT
INDIVIDUAL FOLLOWING PUMP
TEST PER SPECIFICATIONS
BORE HOLE
12" STEEL SURFACE
CASING SCHED 40
2" (I.D.) PVC SCHED
80 GRAVEL PIPE WITH
THREADED CAP
TAPE WRAP
PVC CASING PER
SPECIFICATIONS
TOP OF WELL CASING
TOP OF STEEL SURFACE
CASING EL. 482.00TOP
WELL
SLAB
EL.= 481.50
14" DIA BOREHOLE
BOTTOM OF SURFACE CASING
�" GRAVEL
CEMENT SANITARY
GROUT SEAL
NTS
INSTALL CASING GUIDES PER
THE CASING GUIDE
DETAIL HEREON.
BACKFILL
2.25
MIN
12"
18"
12"
18"
/2
18"
12" 12"
A
B C
SETTLEMENT PLATE AT MAINTENANCE ROAD
L
SETTLEMENT PLATE DETAILS SETTLEMENT PLATE AT MIDSLOPE
L L
3’
18"
OBSERVATION WELL TOP
CASING GUIDE DETAIL
WELL HEAD PLAN
N.T.S. N.T.S. N.T.S.
C20
2 C
C-24
SET BLOCK
�" INTO 3"
MORTAR PAD
�" X 5" CARRIAGE
BOLT
LOCATION TO BE AT
C DIKE MAINTENANCE ROAD
4" STANDARD
STEEL PIPE & CAP
BACKFILL AROUND
PIPE WITH ABC. LOCATION TO BE AT MIDSLOPE BETWEEN
C MAINTENANCE ROAD AND C SART.
O B
S E
R V
A T
I O
N W
E L
L S
E T
T L
E M
E N
T
P L
A T
E
S U
R V
E Y
M O
N U
M E
N T
D E
T A
I L
S
SAFETY PAYS
VALUE ENGINEERING PAYS
D E
S I G
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
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N S
SHEET
U .S
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Y E
N G
I N
E E
R D
I S
T R
I C
T
L O
S A
N G
E L
E S
C O
R P
S O
F E
N G
I N
E E
R S
R E
V
IS
IO
N
S D
I S
T R
I C
T F
I L
E N
O
S U
B M
I T
T E
D B
Y
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S A
N T
A A
N A
R I V
E R
M A
I N
S T
E M
C
A L
I F
O R
N I A
P H
A S
E I
I P
R A
D O
D A
M
A U
X
IL
IA
R
Y E
M B
A N
K M
E N
T
F L
O O
D W
A L
L
S P
E C
N
O
W
P L
B
L
D O
L D
O
S .V
A U
G
CONCRETE FOOTING
2’
NOT TO SCALE
42"
27"
4’
DRIVE FIT G.I. CAP (TYP.)
END/CORNER POST
2" GALVANIZED PIPE
�" STEEL TRUSS ROD
WITH TIGHTENER
FINISHED GRADE
SLOPE TO DRAIN WATER
AWAY FROM POST FOOTING
16’ 16’
68"
21"
21"
24"
1 �" GALVANIZED
LINE POST (TYP.)
1 �" GALVANIZED
PIPE DIAGONAL BRACE
33"
12"
8"
30"
CONCRETE
�"-1X7 PREFORMED
GALVANIZED AIRCRAFT STRAND ANCHOR POST
UNAUTHORIZED
PROHIBITED
VEHICLES
NOT TO SCALE
NOT TO SCALE
9/16’’ DIA. HOLE (TYP.)
24’’
NOTE:
STREET VIEW
1’’-R (TYP.)
1 1/2’’
2’’
1 1/2’’
6’’
2’’
2’’
5’’
NOTE:
NOT TO SCALE
SEE NOTE
1"@ 2"
1/4
1/4
L 1/4 " STL P
3"
1/4
L 1/2 " STL P 2"X1/2"X15" STL BAR
3/4 "
3" 12"
3/16
40^
(TYP.)
1/8
6"
HINGE POST
PIPE GATE
3/16
1X1X1/8
1 1/2 "
3 1/2 "3 1/2 "
GATE SHALL BE INSTALLED TO SWING DOWNHILL
C L
DETAIL "A"- GATE HINGE
SWING GATE PLAN
SECTION 2-2
DETAIL "B"
SECTION 1-1
SIGN DETAIL
DETAIL "C"
NOTE: PADLOCKS, SEE SPECS FOR INFO.
5" DIA. GATE POST
3/16 " STL. PL
6" DIA. EXTRA
STRONG PIPE
5" DIA. GATE POST 2" DIA. GATE
RAILING PIPE
BOTTOM HINGE SUPPORT RING SHOP
WELDED TOP HINGE SUPPORT RING
SHALL BE FIELD WELDED FOLLOWING
GATE INSTALLATION.
ATTACH SIGN TO GATE USING
1/2" DIA. BOLTS (TYP.) BURR
THREADS AFTER INSTALLATION.
1/2 " DIA. HOLE
(EA. SIDE)
2 1/2 ’ X 3/4 " HOLE
(TYP. 3 PLACES)
STL. BAR PIN
SEE DETAIL "B"
1X1X1/8
EA. SIDE
7’X7’X1/4"
TUBE
5" DIA. GATE
POST
STOPPER POST
3" DIA. STD. WT. PIPE
EXISTING
GROUND
CONCRETE
ENCASEMENT
STOPPER POST
AT 90^ TO GATE
(SEE DETAIL "C")
7" X 7" X 1/4 " TUBE
1 1/2 " DIA. BAR
5 1/2 " DIA. X 3/16 " STL. PL
TACK WELD CAP TO
POST (TYP. EA. POST)
GATE RAILING
2" STD. WT. PIPE
6"
4’-0"4’-0"3’-6"
CONCRETE ENCASEMENT
(TYP.)
1’
4’
6" (TYP.)
2’-3"
1’-3"
8"
1’-4" 4’-6"
2’-6" 1/8
1/8
(TYP.)
ALL METAL PARTS OF PIPE
GATE TO BE GALVANIZED.
NOTE:
SIGN (SEE DETAIL HEREON)
1’-8 1/2"
4"
GATE HINGE
SEE DETAIL "A"
1 1/4"
1 1/4"
6" (TYP.)
SURFACE
GATE POST
5" DIA. STD. WT. PIPE
CONC. FILLED (TYP.)
4’-0"
16’
NOT TO SCALENOT TO SCALE
NOT TO SCALE
NOT TO SCALE
> DIKE
SWING GATE ELEVATION
NOT TO SCALE
29"
1" SPACING
2"
POST (TYP.)
NOT TO SCALE
NOT TO SCALE
RETRO-REFLECTIVE MARKER
NOTES:
1. GROUND SHALL BE GRADED BEFORE FENCE CONSTRUCTION BEGINS. LOCALIZED GROUND DEPRESSIONS
REMAINING THAT ARE MORE THAN 3 IN. DEEP SHALL BE ELIMINATED BY PROPERLY PLACING COMPACTED
FILL.
2. ALL METAL PARTS OF FENCES AND GATES SHALL BE GALVANIZED NEW MATERIALS, AND ALL POSTS
SHALL BE FITTED WITH DRIVE-FIT CAPS.
3. LIGHTWEIGHT METAL INSERTS SHALL BE SHEET METAL TUBE WITH I.D.�" GREATER THAN POST O.D.
GROUT POSTS WITH NEAT GROUT OF ONE PART CEMENT TO TWO PARTS WATER OR, IF APPROVED BY
THE ENGINEER, WITH SULPHUR.
4. CABLES SHALL BE STRETCHED AND FASTENED WITH 2 CABLE CLAMPS AT EACH ANCHOR POST AT 160
FEET ON CENTER. NUTS SHALL BE WELDED TO CLAMPS OR COVERED WITH AN EPOXY PUTTY (J.B. WELD
OR EQUAL) TO PREVENT REMOVAL.
5. ANCHOR POSTS SHALL BE GUYED WITH�" STEEL TRUSS RODS AS SHOWN.
6. PIPE FOR FENCE SHALL CONFORM TO ASTM A-120. GALVANIZED SHALL COMPLY WITH ASTM A-123.
CABLE FENCING
M
IS
C D
E T
.D
G N
C-25
S W
I N
G G
A T
E A
N D
G U
A R
D C
A B
L E
F E
N C
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E T
A I L
S
STONE PROTECTION
BEDDING MATERIAL
EDGE OF MAINTENANCE
ROAD
3" YELLOW TYPE III HIGH INTENSITY
RETRO-REFLECTIVE SHEETING ALL
AROUND POST, USING ADHESIVE
BACKING CLASS 3. SEE FHWA
RETROREFLECTIVE SHEETING
IDENTIFICATION GUIDE-SEP 2005
ELEVATION
DRIVE FIT G.I. CAP
END OR CORNER POST
2" GAIV. PIPE
4’
1 1/4" GAIV. PIPE
DIAGONAL BRACE
16’16’
ANCHOR POST
1/4"-1X7 PREFORMED GAIV.
AIRCRAFT STRAND
3/8" STEEL TRUSS ROD WITH
TIGHTENER
1 1/2" GAIV.
LINE POST
CONCRETE
WALL
LIGHTWEIGHT
METAL INSERTS
LIGHTWEIGHT
METAL INSERTS
NOT TO SCALE
CONCRETE WALL ELEVATION
EMBANKMENT ELEVATION
SAFETY PAYS
VALUE ENGINEERING PAYS
D E
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N E
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PRADO\DIKES\AUXILIARY\LINH\
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LANDSCAPE ARCHITECTURE URBAN DESIGN PLANNING RESOURCE ANALYSIS
Santa Ana, CA 92701 106 W.4th St. 5th Floor
CORNERSTONE STUDIOS, INC.
714. 973. 2200 Voice
714. 973. 0203 Fax
Santa Ana, CA 92701 106 W.4th St. 5th Floor
CORNERSTONE STUDIOS, INC.
1 2
Santa Ana, CA 92701 106 W.4th St. 5th Floor
CORNERSTONE STUDIOS, INC.
| Civil |
| 01AuxiTITLE |
| 02AuxiINDEX |
| 03AuxiDikeALL |
| 04Borrowarea |
| 05Excav1 |
| 06Excav2 |
| 07Excav3 |
| 08Excav4 |
| 09PP1 |
| 10PP2 |
| 11PP3 |
| 12PP4 |
| 12PP4 |
| 13XSect1 |
| 14XSect2 |
| 15XSect3 |
| 16EmbSect1 |
| 17EmbSect2 |
| 18RampAccess |
| 19Ramp2 |
| 20CulvBox |
| 22Culv72 |
| 23DITCH |
| 24MiscDet1 |
| 25MiscDet2 |
| Struct |
| S01 |
| S02 |
| s03 |
| S04 |
| S05 |
| S06 |
| S07 |
| S08 |
| S09 |
| S10 |
| Floodwall_Option |
| 3_floodwall |
| AC01 |
| AC02 |
| AC03 |
| AC04 |
| AC05 |
File details come from the government source that posted it. Updated .