Plans_W912PL-13-B-0001.pdf
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188/401
C-01
C-02
C-03
T-01
SHEET NO. TITLE FILE NAMEFILE NO.
GENERAL
LEGEND SYMBOLS AND ABBREVIATIONS
VERTICAL AND HORIZONTAL CONTROL DATUM
T-02
T-03
T-04
T-05
SHEET NO. TITLE FILE NAMEFILE NO.
SHEET NO. TITLE FILE NAMEFILE NO.
SHEET NO. TITLE FILE NAMEFILE NO.
CIVIL
GEOTECHNICAL
STRUCTURAL
INDEX TO CONTRACT DRAWINGS
INDEX TO CONTRACT DRAWINGS
CROSS-SECTIONS STA 346+20 TO STA 356+00
CROSS-SECTIONS STA 358+00 TO STA 370+00
PROJECT NOTEST-06
PROJECT HORIZONTAL CONTROL POINTS
TYPICAL SECTIONS
188/431S-01
TITLE FILE NAMEFILE NO.
GENERAL STRUCTURAL NOTES
G-01
G-02
G-03
G-04
G-05
G-06
G-07
G-08
G-09
G-10
G-11
G-12
G-13
G-14
G-15
G-16
G-17
G-18
G-19
G-20
LOG OF BORING DYB11-1 PAGE 1 AND 2 OF 3
LOG OF BORING DYB11-2 PAGE 1 AND 2 OF 3
LOG OF BORING DYB11-2 PAGE 3 OF 3
LOG OF BORING DYB11-3 PAGE 1 AND 2 OF 3
LOG OF BORING DYB11-3 PAGE 3 OF 3
LOG OF BORING DYB11-4 PAGE 1 AND 2 OF 3
LOG OF BORING DYB11-4 PAGE 3 OF 3
LOG OF BORING DYB11-5 PAGE 1 AND 2 OF 3
LOG OF BORING DYB11-5 PAGE 3 OF 3
SOIL CEMENT - PLAN AND PROFILE STA 356+20.00 TO STA 364+00.00
SOIL CEMENT - PLAN AND PROFILE STA 364+00.00 TO STA 373+00.00
SOIL CEMENT - PLAN AND PROFILE STA 373+00.00 TO STA 380+00.00
C-04
C-05
C-06
C-07
COMBI-WALL - PLAN AND PROFILE STA 351+00 TO STA 356+40
COMBI-WALL - PLAN AND PROFILE STA 346+20 TO STA 351+00
C-08
C-09
C-10
C-11
C-12
C-13
C-14
C-15
S-02 SHEET PILE WALL DETAILS
SHEET NO. TITLE FILE NAMEFILE NO.
MISCELLANEOUS
ACCESS POINTS AND STAGING AREA/BATCH PLANT LOCATIONS
PROJECT LOCATION AND VICINITY MAPS
CROSS-SECTIONS STA 372+00TO STA 382+60
188/441M-01
BORING LOCATIONS AND GEOLOGIC MAP STA. 346+20 TO 351+00
BORING LOCATIONS AND GEOLOGIC MAP STA. 351+00 TO 357+00
BORING LOCATIONS AND GEOLOGIC MAP STA. 356+00 TO STA. 364+00
BORING LOCATIONS AND GEOLOGIC MAP STA. 364+00 TO STA. 373+00
BORING LOCATIONS AND GEOLOGIC MAP STA. 376+00 TO STA. 383+80
GEOLOGIC CROSS-SECTIONS STA. 355+00, STA. 358+00 AND STA. 380+00
LOG OF BORING DYB11-1 PAGE 3 OF 3 AND DYB11-1A
LOG OF BORING DYB09-01
LOG OF BORING DYB09-02
LOG OF BORING DYB09-03
SOIL CLASSIFICATION SYSTEM-ASTM D2487 FOR BORINGS
DYB11-01 THROUGH DYB11-05 AND DYB09-01 THROUGH DYB09-03
188/402
188/403
188/404
188/405
188/406
188/411
188/412
188/413
188/414
188/415
188/416
188/417
188/418
188/419
188/420
188/421
188/422
188/423
188/424
188/432
188/451
188/452
188/453
188/454
188/455
188/456
188/457
188/458
188/459
188/460
188/461
188/462
188/463
188/464
188/465
188/466
188/467
188/468
188/469
SMLBCS001NX.DGN
SMLBCS302DT.DGN
SMLBCG001VM.DGN
SMLBCB601PP.DGN
SMLBCB602PP.DGN
SMLBCB603PP.DGN
SMLBCB604PP.DGN
SMLBCB605PP.DGN
SMLBCB606XS.DGN
SMLBCB607BH.DGN
SMLBCB608BH.DGN
SMLBCB609BH.DGN
SMLBCB610BH.DGN
SMLBCB611BH.DGN
SMLBCB612BH.DGN
SMLBCB613BH.DGN
SMLBCB614BH.DGN
SMLBCB615BH.DGN
SMLBCB616BH.DGN
SMLBCB617BH.DGN
SMLBCB618BH.DGN
SMLBCB619BH.DGN
SMLBCB620BH.DGN
SMLBCC101PP.DGN
SMLBCC102PP.DGN
SMLBCC103PP.DGN
SMLBCC104PP.DGN
SMLBCC105PP.DGN
SMLBCC106PP.DGN
SMLBCC107PP.DGN
SMLBCC108PP.DGN
SMLBCC111XS.DGN
SMLBCC112XS.DGN
SMLBCC113XS.DGN
SMLBCC114XT.DGN
SMLBCC115SR.DGN
SMLBCC116AR.DGN
SMLBCC117CC.DGN
188/425
188/470
SMLBCG002IS.DGN
SMLBCG003LS.DGN
SMLBCG004CD.DGN
SMLBCG005HC.DGN
SMLBCG006GN.DGN
C-16 188/426
SMLBCC118SA.DGN
SOIL CEMENT RAMPS
ACCESS ROAD AT STA 367+00 - PLAN AND PROFILE
CULVERT AT STA. 364+80 PLAN AND PROFILEC-17
C-18
188/427
188/428
SMLBCC109PP.DGN
SMLBCC110PP.DGN
FINAL GRADING - PLAN AND PROFILE STA 346+20 TO STA 351+00
FINAL GRADING - PLAN AND PROFILE STA 351+00 TO STA 356+40
FINAL GRADING - PLAN AND PROFILE STA 356+20.00 TO STA 364+00.00
FINAL GRADING - PLAN AND PROFILE STA 364+00.00 TO STA 373+00.00
FINAL GRADING - PLAN AND PROFILE STA 373+00.00 TO STA 380+00.00
SMLBCX501DT.DGN
188/442M-02 SMLBCX502CF.DGNPOST AND CABLE FENCE DETAILS
SIGNAGE AND HYDRO-SEEDING
AS SHOWN
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S M
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C G
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G N
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
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
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
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D E
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R A
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H
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C A
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IF
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D L E
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N L
E V
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X T
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S
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N F
O R
EL XXX.XX
.5
H :1
V
H :1
V
EXISTING FEATURES
NEW PROPOSED WORK
IRRIGATION PIPE IP IP IP
LEVEE CL
FENCE(ROW)
TREES AND SHRUBS
CULVERT MODIFICATION
SEE SHEET XXX
COSM CITY OF SANTA MARIA
COSB COUNTY OF SANTA BARBARA
APPROX. APPROXIMATE
SC SOIL CEMENT
EQUIV EQUIVALENT
SO CAL SOUTHERN CALIFORNIA
TCE TEMPORARY CONSTRUCTION EASEMENT
WATER SURFACE ELEVATION
TCE
GROUTED STONE
REF REFERENCE
CLASSIFICATION
DEBRIS AREA NUMBER
POINT OF VERTICAL TANGENT
POINT OF BEGINNING OF HORIZ/VERT CURVE
SPF STANDARD PROJECT FLOOD WATER SURFACE
STATION MARKS
EXISTING GROUND ELEVATION
PROPERTY LINE/ROW
CONTROL LINE
CORPS OF ENGINEERS
A1
2N
NOTES:
1.
2.
GROUND SURFACE
HORIZONTAL CONTROL POINT
NUMBER CLASSIFICATION
STOCKPILE CATEGORY
N = NORTH SIDE OF RIVER
S = SOUTH SIDE OF RIVER
SYMBOL - ONLY WHERE REQUIRED FOR CLARITY.
STRUCTURES ARE SHOWN IN HEAVY LINE WEIGHTS.
LINE WEIGHTS, OR AS SCREENED BACKGROUND. NEW
ARE NOTED AS "EXISTING" AND ARE SHOWN IN LIGHT
IN GENERAL, EXISTING STRUCTURES AND FACILITIES
FROM WEST TO EAST
NUMBER INCREASE
A SHEET NUMBER WHERE SHOWN
SHEET NUMBER(S) WHERE TAKEN
SHEET IDENTIFICATION SYSTEM
BENCH MARK
BORING LOCATION AND NUMBER
TEST PIT LOCATION AND NUMBER
TP-21
CONCRETE
FINISHED CONTOUR
EXISTING CONTOUR (SCREENED)
EXISTING ELEVATION (SCREENED) 100
LEGEND SYMBOLS
SLOPE DIRECTION
PERCENT OF GRADE
2%
WATER SURFACE
DETAILED AREA
POINTS
POINT NO.
D
DET
DIA
EL
ELEV
EXC
FG
FL
FT
DEPTH
DETAIL
DIAMETER
ELEVATION
FLOW LINE
FOOT OR FEET
INSIDE DIAMETER
INVERT ELEVATION
JOINT
MAXIMUM
MINIMUM
NOT IN CONTRACT
NUMBER
NOT TO SCALE
ID
IE
L
MAX
MIN
NIC
NO., #
NTS
CONC CONCRETE
TOP OF WALL
TYPICAL
POINT OF CURVE
POINT OF TANGENCY
RADIUS
RIGHT OF WAY
PC
PT
PVC
PVT
R
S
T
T/W
TYP
W
EG EXISTING GRADE
LFC LOW FLOW CHANNEL
USACE
GRADEG
ABC
CL, CL
COE
ELEVATION
JTS
LINEAR FEETLF
PAVEMENTPAV’T
POB
POE
PT POINT
SLOPE
WITH
PROPOSED ELEVATIONS
ABBREVIATIONS
FINISHED GRADE
GROUNDGRND
GB GRADE BREAK
MP MIDPOINT OF CURVE
AGGREGATE BASE COURSE
BEGINNING CURVE
ENDING CURVE
PVI
BC
EC
LENGTH / LENGTH OF CURVE
PI POINT OF INTERSECTION
TC TOP OF CURB
TANGENT TO CURVE
VERT
RELOC RELOCATION
WSE
O&M OPERATION AND MAINTENANCE
EXISTINGEXST
EXCAVATION
VERTICAL
OP OVERHEAD POWER POLE
GSP GROUTED SLOPE PROTECTION
STA STATION
SP SLOPE PROTECTION
IP IRRIGATION PIPE
RCP REINFORCED CONCRETE PIPE
W/
CONST CONSTRUCTION
SPECS SPECIFICATIONS
POINT OF VERTICAL CURVE
BRG BEARING
BW BOTTOM WIDTH
RCB REINFORCED CONCRETE BOX
PROTECT-IN-PLACE
HW HEAD WALL
SLOPE AS INDICATED
NEW SOIL CEMENT EMBANKMENT
OR DEMOLISHED
TO BE MODIFIED, RELOCATED
EXISTING UTILITY, STRUCTURES
CORPS OF ENGINEERS
UNITED STATES ARMY
ROW
R/W or
RD. ROAD
MISC. MISCELLANEOUS
POINT OF VERTICAL CURVE INTERSECTION
POINT OF ENDING OF HORIZ/VERT CURVE
SLOPE AS INDICATED
TEMPORARY EXCAVATED SLOPE.
DYA-01
M-2 M-2
DESIGNATION
DETAIL (NUMERAL)
SECTION (LETTER) OR
ON SAME DRAWING)
IF TAKEN AND SHOWN
(REPLACE WITH A LINE
SHEET NUMBER
STONE PROTECTION
AC ASPHALTIC CONCRETE
BBS-F
BBS-M
BEAM BALL AND SOCKET - FEMALE
BEAM BALL AND SOCKET - MALE
P.I.P.
POWER POLE
OH OVER-HEAD POWER LINES
AS SHOWN
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L E
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N D S
Y M
B O
L S A
N D A
B B
R E
V
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T
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N S
S M
L B
C G
L S .D
G N
SAFETY PAYS
VALUE ENGINEERING PAYS
D E
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IG
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
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O V
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D A
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S Y
M B
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D E
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IP
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U .S
A R
M Y E
N G
IN
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N G
E L E
S
C O
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R E
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IS
T R
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E N
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Plot Date:
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S A
N T
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N F
AREA
PROJECT
COUNTY
SANTA BARBARA
SAN LUIS OBISPO
COUNTY
SANTA B
ARBARA
SAN L
UIS
OBIS
PO
SANTA MARIA
GUADALUPE
CALLENDER NIPOMO
BERROS
LOS
BROMELA
GAREY
AREA
STATE REC.
PISMO DUNES
RESERVOIR
TWICHELL
AIRPORT
SANTA MARIA
AIR FORCE BASE
VANDENBERG
PACIFIC OCEAN
S A
N L
U
IS
O
B
IS
P O B
A Y
P A
C
IF
IC
O
C E
A N
LOS BERROS RD
POMEROY RD
WILLOW RD
SR-166
TAYLOR ST
ALVIN AVE
B L
O S
S E
R R
D
S R -1
SR-166
SISQUOC
BETTERAVIA RD
BETTERAVIA RD
SR-176
S R -1
U S -1
U S -1
S A
N T
A M
A R
IA
W
Y
CLARK AVE
SR-1
S R -1
B L
A C
K R
D
SANTA MARIA R
IVER
SAN
TA M
AR
IA R
IVER
SANTA MARIA R
IVER
VALLE
Y RR
SANTA M
ARIA
U P
A M
T R
A K
U P
M
T R
A K
SCALE:
1 2MI2
1"=1 MI
AREA MAP
CONTROL POINTS
200856
200821
200886
200820
200819 200855
200818
200885
200801
200881 200802
200803
200804
200882200805
200806
200807
200810 200811
200812
200813
200814
200815
200816
200817
200853
200854
200884
200851
TARGET NORTHING EASTING ELEVATION DESCRIPTION
200886 2194009.30 5827021.83 290.41
200885 2192128.69 5833922.42 317.54
200884 2186977.77 5840579.70 376.78
200883 2181931.58 5847501.57 333.40
200882 2177876.12 5852817.67 394.15
200881 2172692.96 5858836.97 306.23
200856 2191372.18 5827061.60 192.56
200855 2190193.64 5832272.12 214.71
200854 2184655.16 5837897.96 232.73
200853 2179794.54 5846055.54 269.56
200852 2175508.64 5850865.34 315.34
200851 2171353.23 5855582.16 300.14
200821 2193032.36 5827216.28 189.50
200820 2192277.35 5830270.02 197.20
200819 2190609.65 5829776.01 202.95
200818 2191333.93 5833158.93 206.55
200817 2189519.86 5834127.04 215.28
200816 2188467.36 5836139.68 222.07
200815 2187211.75 5834954.29 223.88
200814 2186345.74 5837120.47 228.41
200813 2185729.41 5838817.01 233.42
200812 2184526.31 5841151.55 241.07
200811 2183090.34 5840599.52 244.61
200810 2182539.57 5842686.66 262.27
200809 2182777.97 5844381.31 252.54
200808 2181395.16 5843695.42 258.93
200807 2180856.70 5846930.06 262.13
200806 2178855.55 5849361.73 268.14
200805 2177593.12 5848377.10 314.70
200804 2176837.57 5851940.76 272.73
200803 2174645.28 5854411.16 288.64
200802 2173542.88 5853321.33 291.92
200801 2172617.13 5856679.86 291.93
1 1/2" IRON PIPE WITH A MAG NAIL AND ALUMINUM WASHER STAMPED "USCE LA DIST SM 200886 BY JOHNSON-FRANK."
5/8" REBAR AND PLASTIC CAP STAMPED "JOHNSON-FRANK CONTROL POINT."
5/8" REBAR AND PLASTIC CAP STAMPED "JOHNSON-FRANK CONTROL POINT."
1 1/2" IRON PIPE WITH A MAG NAIL AND ALUMINUM WASHER STAMPED "USCE LA DIST SM 200883 BY JOHNSON-FRANK."
5/8" REBAR AND PLASTIC CAP STAMPED "JOHNSON-FRANK CONTROL POINT."
1 1/2" IRON PIPE WITH A MAG NAIL AND ALUMINUM WASHER STAMPED "USCE LA DIST SM 200881 BY JOHNSON-FRANK."
GEAR SPIKE AND ALUMINUM WASHER STAMPED USCE LA DIST SM 200856 BY JOHNSON-FRANK."
GEAR SPIKE AND ALUMINUM WASHER STAMPED USCE LA DIST SM 200855 BY JOHNSON-FRANK."
GEAR SPIKE AND ALUMINUM WASHER STAMPED USCE LA DIST SM 200854 BY JOHNSON-FRANK."
5/8" REBAR AND PLASTIC CAP STAMPED "JOHNSON-FRANK CONTROL POINT."
5/8" REBAR AND PLASTIC CAP STAMPED "JOHNSON-FRANK CONTROL POINT."
1 1/2" IRON PIPE WITH A MAG NAIL AND ALUMINUM WASHER STAMPED "USCE LA DIST SM 200851 BY JOHNSON-FRANK."
5/8" REBAR AND PLASTIC CAP STAMPED "JOHNSON-FRANK CONTROL POINT."
5/8" REBAR AND PLASTIC CAP STAMPED "JOHNSON-FRANK CONTROL POINT."
GEAR SPIKE AND ALUMINUM WASHER STAMPED USCE LA DIST SM 200819 BY JOHNSON-FRANK."
5/8" REBAR AND PLASTIC CAP STAMPED "JOHNSON-FRANK CONTROL POINT."
1 1/2" IRON PIPE WITH A MAG NAIL AND ALUMINUM WASHER STAMPED "USCE LA DIST SM 200817 BY JOHNSON-FRANK."
5/8" REBAR AND PLASTIC CAP STAMPED "JOHNSON-FRANK CONTROL POINT."
GEAR SPIKE AND ALUMINUM WASHER STAMPED USCE LA DIST SM 200815 BY JOHNSON-FRANK."
5/8" REBAR AND PLASTIC CAP STAMPED "JOHNSON-FRANK CONTROL POINT."
5/8" REBAR AND PLASTIC CAP STAMPED "JOHNSON-FRANK CONTROL POINT."
5/8" REBAR AND PLASTIC CAP STAMPED "JOHNSON-FRANK CONTROL POINT."
GEAR SPIKE AND ALUMINUM WASHER STAMPED USCE LA DIST SM 200811 BY JOHNSON-FRANK."
1 1/2" IRON PIPE WITH A MAG NAIL AND ALUMINUM WASHER STAMPED "USCE LA DIST SM 200810 BY JOHNSON-FRANK."
60 D NAIL AND TIN WITH NO STAMPING
5/8" REBAR AND PLASTIC CAP STAMPED "JOHNSON-FRANK CONTROL POINT."
5/8" REBAR AND PLASTIC CAP STAMPED "JOHNSON-FRANK CONTROL POINT."
5/8" REBAR AND PLASTIC CAP STAMPED "JOHNSON-FRANK CONTROL POINT."
5/8" REBAR AND PLASTIC CAP STAMPED "JOHNSON-FRANK CONTROL POINT."
5/8" REBAR AND PLASTIC CAP STAMPED "JOHNSON-FRANK CONTROL POINT."
5/8" REBAR AND PLASTIC CAP STAMPED "JOHNSON-FRANK CONTROL POINT."
5/8" REBAR AND PLASTIC CAP STAMPED "JOHNSON-FRANK CONTROL POINT."
5/8" REBAR AND PLASTIC CAP STAMPED "JOHNSON-FRANK CONTROL POINT."
AS SHOWN
J .U
J .U
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T-04
V E
R T
IC
A L A
N D H
O R
IZ
O N
T A
L C
O N
T R
O L D
A T
U M
S M
L B
C G
C D .D
G N
ALL UNITS ARE U.S. SURVEY FEET.
COMBINATION OF GROUND SURVEYING AND PHOTOGRAMMETRY. THE BASE MAPPING WAS PERFORMED IN JANUARY 2009.
THE BASE MAPPING FOR THE PROJECT LIMITS WAS PREPARED USING A
(NAVD) OF 1988.
VERTICAL DATUM IS BASED ON NATIONAL GEODETIC VERTICAL DATUM
PROJECTION ZONE 5, NORTH AMERICAN DATUM (NAD) OF 1983.
HORIZONTAL DATUM IS BASED ON THE DATUM OF CALIFORNIA LAMBERT
SAFETY PAYS
VALUE ENGINEERING PAYS
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P R
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A L
D A
T E
S Y
M B
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D E
S C
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N S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
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T
L O
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N G
E L E
S
C O
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F E
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V
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D
IS
T R
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T F
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A R
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C A
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IF
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N
IA
S A
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A M
A R
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R
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A S
IN
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A R
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R
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200809
200808
200852
200883
0 200 200 400FT
SCALE: 1’’= 200’
17^02’31.5576" 3000 449.480 892.322 345+00.00 353+92.32
24^14’55.6421" 2955 634.8132 1250.619 359+04.82 371+55.442,171,046.94
2,172,523.18
2,169,188.23
2,172,870.27 5,854,708.05
5,854,993.64
5,855,602.28
5,855,542.48
STA
PROJECT CONTROL LINE - HORIZONTAL CONTROL POINTS AND CURVE DATA
P.I. NO. NORTHING EASTING = R= T= L= BC(x) STA. EC(x) STA.
WATERSIDE
LANDSIDE
12 FT
VARIES
R/W
45 FT
WATERSIDE LANDSIDE
18 FT
VARIES
R/W
70 FTR/W, VARIES
R/W, VARIES
LANDSIDE
RIGHT OF WAY LIMITS
LANDSIDE
RIGHT OF WAY LIMITS
(STA 354+75 THROUGH UPSTREAM END OF PROJECT)
NOTES:
1.
2.
(STA 346+20 THROUGH STA 354+25)
WIDTH OF TOP OF LEVEE AND R/W TRANSITIONS UNIFORMLY BETWEEN STA 354+25 AND STA 354+75.
SEE PLANS FOR RIGHT OF WAY LIMIT ON WATERSIDE OF PROJECT.3.
LEVEE DIMENSIONS REFER TO EXISTING LEVEE PRIOR TO CONSTRUCTION.
383+80.29POE
345+00.00POB
PI (1)
PI (2)
S 2 2̂24
’21 .27
" E51 2.5
0’
S 1̂50’34.37" W
1224.85’
EC (1)
BC (2)
EC (2)
PI (1)
PI (2)
C-01
C-02
C-03
C-04 C-05
BRADLE
Y C
ANYON W
ASH
S A N T A M
A R
IA
R
IV
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TNEMEC LIOS
LLAW-IBMOC LEETS
POE
POB
AS SHOWN
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C T H
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ALL TIMES DURING CONSTRUCTION.
IN AN EASILY ACCESSIBLE LOCATION ON THE SITE AT
A COPY OF THESE CONTRACT DRAWINGS SHALL BE KEPT
WRITTEN APPROVAL OF THE USACE.
TO THE CONTRACT DRAWINGS ARE ALLOWED WITHOUT
SHALL BE INCLUDED AS PART OF THE WORK. NO CHANGES
DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS
MODIFICATIONS MAY BE REQUIRED TO SUIT JOB SITE
SHOW THE FINAL RESULT OF DESIGN. MINOR
DETAILS ON THE CONTRACT DRAWINGS ARE INTENDED TO
AS-BUILT DRAWING AND SUBMITTED TO THE USACE.
ANY CHANGES SHALL BE CLEARLY MARKED ON THE
APPROVED BY THE USACE PRIOR TO CONSTRUCTION, AND
ALL REVISIONS TO THESE CONTRACT DRAWINGS SHALL BE
ELEVATIONS, AND SIZES OF ALL EXISTING UTILITIES.
THE CONTRACTOR SHALL VERIFY LOCATIONS,
FACILITIES.
TO CHECK AND MARK LOCATIONS OF EXISTING
ANY CONSTRUCTION WORK TO ALLOW UTILITY OPERATORS
1-800-227-2600 AT LEAST 48 HOURS IN ADVANCE OF
TO EXCAVATION WORK AND CALL DIGALERT AT
UTILITY COMPANIES AND GOVERNMENT AGENCIES PRIOR
THE CONTRACTOR SHALL NOTIFY, IN WRITING, ALL
COMPLETION OF THE PROJECT.
CONTRACTOR, AND ISSUED TO THE USACE UPON
NOTED AND PLACED ON RECORD DRAWINGS, KEPT BY THE
UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY
THE SIZE, LOCATION AND TYPE OF ANY UNDERGROUND
CONSTRUCTION LIMITS.
ACTIVITIES WITHIN THE LIMITS OF TEMPORARY
THE CONTRACTOR SHALL CONFINE ALL CONSTRUCTION
DOCUMENTS.
CONTACT THE CONTRACTING OFFICER TO OBTAIN SUCH
LEVEE MAY BE AVAILABLE AT THE USACE OFFICE.
ADDITIONAL DOCUMENTS PERTAINING TO THE EXISTING
THE CONTRACT DRAWINGS.
PROJECT RELATED WORK, UNLESS OTHERWISE NOTED ON
ROADWAYS/ACCESS RAMPS REMOVED OR DAMAGED BY ANY
THE CONTRACTOR SHALL REPLACE IN-KIND ALL
REPLACED IN-KIND UNLESS OTHERWISE NOTED.
ALL DISTURBED LEVEE LANDWARD SIDE SLOPE SHALL BE
UNLESS OTHERWISE NOTED.
STRAIGHT GRADE BETWEEN TWO PROPOSED ELEVATIONS
SHALL GOVERN. THE CONTRACTOR SHALL MAINTAIN A
CONFLICT WITH EACH OTHER, THE PROPOSED ELEVATION
WHERE SLOPES AND ELEVATIONS ARE PROVIDED AND
OR SBFCWCD.
ANY CHANGES WITHOUT PRIOR APPROVAL FROM THE USACE
RE-ESTABLISHMENT. THE CONTRACTOR SHALL NOT MAKE
NEW POINTS AND METHODS OF ESTABLISHMENT OR
SUBMIT FIELD NOTES SHOWING THE CHARACTER OF THE
CONTROL WATER CONSERVATION DISTRICT (SBFCWCD) TO
COORDINATE WITH THE USACE AND SANTA BARBARA FLOOD
CONTROL POINTS. IN ADDITION, THE CONTRACTOR SHALL
DURING CONSTRUCTION, BASED ON THE ORIGINAL SURVEY
SURVEY CONTROL WHICH IS DISPLACED OR DAMAGED
THE CONTRACTOR SHALL REPLACE OR RELOCATE ANY
EROSION CONTROLS ON A MINIMUM WEEKLY BASIS.
AS REQUIRED THROUGHOUT CONSTRUCTION AND INSPECT
THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL
ACTIVITY.
CONTROL WHICH IS SPECIFIC TO ANY CONSTRUCTION
THE INSTALLATION OF ANY ADDITIONAL EROSION
AND MAKE ANY REPAIRS REQUIRED AS WELL AS CONFIRM
THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
PRIOR TO THE BEGINNING OF ANY CONSTRUCTION PHASE
INSTALLATION.
DETAILS AND APPROVED BY THE USACE PRIOR TO
CONFORM TO ALL EROSION CONTROL SPECIFICATIONS AND
WITHIN THE STAGING AND STORAGE AREA, IT SHALL
SPECIFICATIONS. IF TEMPORARY DRAINAGE IS REQUIRED
CONFORM TO ALL EROSION CONTROL DETAILS AND
THE CONTRACTOR’S STAGING AND STORAGE AREA SHALL
WIND EROSION.
ROW OF STAKED HAY BALES AND COVERED TO PREVENT
AND STORAGE AREA SHALL BE SURROUNDED BY A SINGLE
ALL SOILS STORED WITHIN THE CONTRACTOR STAGING
GENERAL NOTES: UTILITIES AND EXISTING STRUCTURES: GEOTECHNICAL:
DRAINAGE AND EROSION CONTROL
1. 1.
2.
3.
1.
2.
3.
4.
THE VICINITY OF THIS PROJECT.
BUILT DRAWINGS AND OTHER AVAILABLE MAPPING WITHIN
MAPPING, FIELD SURVEY, SITE RECONNAISSANCE, AS-
BASED ON BEST AVAILABLE INFORMATION FROM AERIAL
OTHER FACILITIES HAVE BEEN PLACED ON THE PLANS
EXISTING SURFACE FEATURES INCLUDING FENCES AND
FOR MORE INFORMATION.
SEASON. SEE SPECIFICATIONS SECTION 01 57 20.00
SEASON AND CALIFORNIA RED-LEGGED FROG BREEDING
SHALL TAKE PLACE PRIOR TO MIGRATORY BIRD BREEDING
CLEARING AND GRUBBING OF THE BRADLEY CANYON WASH
THE ENTIRE CONSTRUCTION PERIOD.
OR FLUCTUATION IN FLOWS ALONG THE STREAM DURING
PROJECT AT ALL TIMES FROM ANY UNEXPECTED INCREASE
CONTRACTOR’S RESPONSIBILITY TO PROTECT THE
AFFECT THE FLOW IN THE WASH. IT IS THE
SOURCES OF INFLOW SUCH AS STORM DRAINS THAT MAY
THE CONTRACTOR SHALL BE AWARE AND MONITOR OTHER
OFFICER FOR APPROVAL PRIOR TO UTILIZING THE SITES.
THE MENTIONED AREAS/SITES TO THE CONTRACTING
LAYOUT PLANS, SECTIONS AND NECESSARY DETAILS OF
DRAWINGS. THE CONTRACTOR SHALL PROVIDE FINAL
AND BATCH PLANTS ARE IDENTIFIED ON THE CONTRACT
LOCATIONS OF CONTRACTOR’S STAGING/STOCKPILE AREAS
OR BETTER.
INSTALLED IN-KIND TO PRE-CONSTRUCTION CONDITION
AFTER COMPLETION OF WORK, FINAL FENCING SHALL BE
PROBES ARE LOCATED.
EXISTING LANDFILL GAS AND GROUND WATER MONITORING
FENCING MAY ALSO BE REQUIRED AT LOCATIONS WHERE
DAMAGED BY ANY PROJECT RELATED WORK. TEMPORARY
ALL LOCATIONS WHERE EXISTING FENCE IS REMOVED OR
THE CONTRACTOR SHALL PLACE TEMPORARY FENCING AT
DURING THE COURSE OF CONSTRUCTION.
IF UNANTICIPATED CONDITIONS ARE ENCOUNTERED
THE CONTRACTOR SHALL IMMEDIATELY INFORM THE USACE
EXPENSE OF THE CONTRACTOR.
ORIGINAL CONDITIONS BY THE CONTRACTOR AT SOLE
MODIFICATION OR REMOVAL SHALL BE REPAIRED TO
ARE NOT INDICATED ON THE CONTRACT DRAWINGS FOR
SITE. ANY DAMAGE TO EXISTING IMPROVEMENTS THAT
CONSTRUCTION WATER AND RUNOFF WATER FROM THE
SHALL PROVIDE POSITIVE CONTROL OF EARTH SPILLAGE,
PROPERTY AND EXISTING AND NEW IMPROVEMENTS, AND
THE CONTRACTOR SHALL PROTECT ALL ADJACENT
UTILITIES PRIOR TO CONSTRUCTION
AND POTHOLING AS NECESSARY TO CONFIRM ALL
INCLUDING USE OF PRIVATE UTILITY LOCATING SERVICE
THE EXISTENCE AND LOCATION OF ALL UTILITIES
OF THE CONTRACTOR TO PROTECT IN PLACE AND VERIFY
THIS PLAN SET. IT SHALL BE THE RESPONSIBILITY
ADDITIONAL UNDERGROUND UTILITIES NOT SHOWN ON
COMPLETENESS OF UTILITIES SHOWN. THERE MAY BE
USACE DOES NOT GUARANTEE THE ACCURACY OR
UTILITIES SHALL BE CONSIDERED APPROXIMATE. THE
INFORMATION. THE LOCATIONS OF THE UNDERGROUND
CONTRACT DRAWINGS ARE BASED ON THE BEST AVAILABLE
ELEVATIONS OF EXISTING UTILITIES SHOWN ON THE
ON AN ABOVE-GROUND SURVEY. THE LOCATION AND
THESE CONTRACT DRAWINGS HAVE BEEN PREPARED BASED
USACE.
OBSTRUCTIONS AND CLEAN TO THE SATISFACTION OF THE
SITE AND SURROUNDINGS FREE OF EQUIPMENT AND
IMMEDIATELY REMOVED, LEAVING THE CONSTRUCTION
MATERIALS AND EQUIPMENT NO LONGER NEEDED SHALL BE
INDIVIDUAL ITEMS OF CONSTRUCTION, ALL SURPLUS
UPON COMPLETION OF TRENCH BACKFILLING OR OTHER
CALIFORNIA.
SURVEYOR CURRENTLY LICENSED IN THE STATE OF
REPLACEMENT WORK SHALL BE PERFORMED BY A LAND
DAMAGED OR DESTROYED SURVEY MONUMENTS.
CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING
MONUMENTS, UNLESS OTHERWISE NOTED. THE
MEASURES TO PREVENT DESTROYING EXISTING SURVEY
THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY
CONSTRUCTION AT THE SOLE EXPENSE OF THE CONTRACTOR.
TO THE ORIGINAL CONDITIONS AT THE END OF
THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS
SOLE EXPENSE OF THE CONTRACTOR.
ORDER REMOVAL OR REPLACEMENT OF THE WORK AT THE
THE PROVISIONS OF THE CONTRACT. THE USACE MAY
AS UNAUTHORIZED AND SHALL NOT BE PAID FOR UNDER
WORK DONE WITHOUT AUTHORITY SHALL BE CONSIDERED
DRAWINGS OR AS OTHERWISE PROVIDED OR ANY EXTRA
BEYOND THE LINES AND GRADES SHOWN ON THE CONTRACT
CONTRARY TO THE DIRECTION OF THE USACE, WORK DONE
HAVING BEEN PREVIOUSLY ESTABLISHED. WORK DONE
NO WORK SHALL BE DONE WITHOUT LINES AND GRADES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
4.
5.
AS SHOWN
J .U
J .U
E .K
P R
O J E
C T N
O T
E
T-06
22.
COMPACTED SOIL CEMENT.
OF SOIL CEMENT DESCRIBE THE LIMITS OF THE
THE LINES ON THE DRAWINGS REPRESENTING THE LIMITS
S M
L B
C G
G N .D
G N
ACTIVITIES.
APPROXIMATELY 32 FEET; AND 3) OTHER MISCELLANEOUS
STA 380+00, THE HEIGHT OF THE STRUCTURE IS
CEMENT ON THE LEVEE SLOPE FROM STA 356+20 THROUGH
356+45; 2) CONSTRUCT AN 8-FOOT WIDE LAYER OF SOIL
CREST OF THE LEVEE FROM STA 346+20 THROUGH STA
FT LONG OF COMBI-WALL, 69 FEET DEEP ALONG THE
CONTRACT CONSISTS OF: 1) DRIVE APPROXIMATE 1,025
THE MAJOR COMPONENTS FOR THIS CONTRACT ARE: THIS
BID OPENING FOR THEIR USE.
ARE RESPONSIBLE TO DOWNLOAD THE REPORT PRIOR TO
AVAILABLE FOR INFORMATION PURPOSES. ALL BIDDERS
WEBSITE. THIS GEOTECHNICAL REPORT IS MADE
2012, IS POSTED ON THE PROJECT�S BID PACKAGE
REPORT, BRADLEY CANYON EXTENSION, DATED AUGUST
THE GEOTECHNICAL APPENDIX, DESIGN DOCUMENTATION
SAFETY PAYS
VALUE ENGINEERING PAYS
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EXISTING
COMBI-WALL
EXISTING
4 5
CONSTRUCTION NOTES:
CREST OF LEVEE.
REMOVE TOP 6 INCHES OF MATERIAL FROM
SEE SHEET C-14 FOR DETAILS.
BASED ON ELEVATIONS GIVEN ON PROFILE.
BUILD CREST OF LEVEE WITH COMPACTED FILL
LEVEE
TOE OF
DETCIRTSER
AERA
ROW
356+45.
SHOULDER TO SHOULDER BETWEEN STA. 346+20 AND STA.
CONTRACTOR TO REMOVE EXISTING ABC LEVEE ROAD FROM 5.
THE CONTRACTOR.
RESTORED TO ORIGINAL CONDITION AT SOLE EXPENSE OF
EXISTING LEVEE SLOPE. ANY DISTURBED RIPRAP SHALL BE
CONTRACTOR TO TAKE CARE NOT TO DISTURB RIPRAP ON 4.
ABC.
REQUIREMENTS SHALL BE THE SAME AS USED FOR THE
OF ABC. BACKFILL MATERIAL AND COMPACTION
AND SHEET PILES PRIOR TO PLACEMENT OF THE 4-IN LAYER
OF SUBSIDENCE AROUND AND WITHIN THE WIDE FLANGE BEAM
CONTRACTOR TO BACKFILL AND COMPACT LOCAL AREAS3.
BEYOND THE TEMPORARY CONSTRUCTION EASEMENT.
SLOPE. NO CONSTRUCTION ACTIVITY SHOULD EXTEND
IS LOCATED CONCURRENT WITH THE TOE OF EXISTING
OF STA. 346+20 ON THE RIVER SIDE OF THE LEVEE
THE TEMPORARY CONSTRUCTION EASEMENT UPSTREAM2.
LENGTH BEYOND STATION 356+45.
ADDITIONAL COMPENSATION WILL BE MADE FOR ANY
BY THE SELECTED COMBI-WALL COMPONENTS. NO
ACTUAL TERMINATION STATION WILL BE DETERMINED
POINT FOR THE COMBI-WALL IS STATION 356+45. THE
ALIGNMENT ARE FIXED AND THE MINIMUM TERMINATION
THE BEGINNING STATION (STATION 346+20) AND
STATION 346+20 TO STATION 356+45 AS SHOWN.
WIDE FLANGE BEAM AND SHEET PILE UNITS FROM
CONTRACTOR SHALL DETERMINE THE QUANTITIES OF
AND DIMENSION SHOWN ON THIS SHEET ARE NOMINAL ONLY.
THE LENGTH OF THE COMBI-WALL ARE MINIMUM, THE SIZE 1.
NOTES:
330330
345+50 346+00 347+00 348+00 349+00 350+00 351+00
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EXISTING GROUND
SHEET PILE - PROFILE
HORZ. SCALE: 1IN = 30FT
VERT. SCALE: 1IN = 10FT
S T
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E L .5
S T
A
S T
A
TOP OF COMBI-WALL
C O
M B I-
W A
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IN
COMBI-WALL
EXISTING
COMBI-WALL
NEW
S=0.40% S=0.22%
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C-08 FOR DETAILS AND FINAL GRADING.
EXISTING STONE PROTECTION . SEE SHEETS C-03 THROUGH
CONSTRUCT 8-FOOT WIDE LAYER OF SOIL CEMENT OVER
C-02
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SEE DETAIL TRANSITION
N
S-02
4 5
CREST OF LEVEE.
REMOVE TOP 6 INCHES OF MATERIAL FROM
SEE SHEET C-14 FOR DETAILS.
BASED ON ELEVATIONS GIVEN ON PROFILE.
BUILD CREST OF LEVEE WITH COMPACTED FILL
S T
A
LEVEE
TOE OF
DETCIRTSER
AERA
ROW
356+45.
SHOULDER TO SHOULDER BETWEEN STA. 346+20 AND STA.
CONTRACTOR TO REMOVE EXISTING ABC LEVEE ROAD FROM 5.
THE CONTRACTOR.
RESTORED TO ORIGINAL CONDITION AT SOLE EXPENSE OF
EXISTING LEVEE SLOPE. ANY DISTURBED RIPRAP SHALL BE
CONTRACTOR TO TAKE CARE NOT TO DISTURB RIPRAP ON 4.
ABC.
REQUIREMENTS SHALL BE THE SAME AS USED FOR THE
OF ABC. BACKFILL MATERIAL AND COMPACTION
AND SHEET PILES PRIOR TO PLACEMENT OF THE 4-IN LAYER
OF SUBSIDENCE AROUND AND WITHIN THE WIDE FLANGE BEAM
CONTRACTOR TO BACKFILL AND COMPACT LOCAL AREAS3.
BEYOND THE TEMPORARY CONSTRUCTION EASEMENT.
SLOPE. NO CONSTRUCTION ACTIVITY SHOULD EXTEND
IS LOCATED CONCURRENT WITH THE TOE OF EXISTING
OF STA. 346+20 ON THE RIVER SIDE OF THE LEVEE
THE TEMPORARY CONSTRUCTION EASEMENT UPSTREAM2.
LENGTH BEYOND STATION 356+45.
ADDITIONAL COMPENSATION WILL BE MADE FOR ANY
BY THE SELECTED COMBI-WALL COMPONENTS. NO
ACTUAL TERMINATION STATION WILL BE DETERMINED
POINT FOR THE COMBI-WALL IS STATION 356+45. THE
ALIGNMENT ARE FIXED AND THE MINIMUM TERMINATION
THE BEGINNING STATION (STATION 346+20) AND
STATION 346+20 TO STATION 356+45 AS SHOWN.
WIDE FLANGE BEAM AND SHEET PILE UNITS FROM
CONTRACTOR SHALL DETERMINE THE QUANTITIES OF
AND DIMENSION SHOWN ON THIS SHEET ARE NOMINAL ONLY.
THE LENGTH OF THE COMBI-WALL ARE MINIMUM, THE SIZE 1.
NOTES:
P .I .P
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IN
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
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
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
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F
D E
S
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N B
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SHEET
Plot Scale:
S P
E C
N O
W P
L -1
-B -0
S A
N T
A M
A R
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R
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330330
351+00 352+00 353+00 354+00 355+00 356+00 357+00
E L E
V A
T
IO
N
S=0.0007
E L .9
E L .4
E L .5
E L .6
S T
A
S T
A
S T
A
SHEET PILE - PROFILE
HORZ. SCALE: 1IN = 30FT
VERT. SCALE: 1IN = 10FT
EXISTING GROUND
TOP OF COMBI-WALL
WALL
END COMBI B
E G
IN
S
C
EL 278.98
TOE OF SC
S=0.44% S=0.05%
S=0.04%
.5
H :1
V
H :1
V
8H
:1V
E
295 295
295 295
295295
DIRT
300 300
300300300
200851
300.14
305 305
R O
C K
S 310 310310
310 310
8H
:1V
H :1
V
H :1
V
E X
IS
T
IN
G
STONE
PROTECTIONE
M
B A
N K
M E
N T
S O
IL
C
E M
E N
T
TOP OF EXISTING LEVEE
SOIL CEMENT
NOT TO SCALE
330330
330330
364+00355+00
S E
E C -0
S T
A
M
A T
C H L
IN
E
0 50 50 100FT
SCALE: 1’’= 50’
PLAN
PROFILE
0 10 10 20FT
VERT. SCALE: 1’’= 10’
0 50 50 100FT
HORIZ. SCALE: 1’’= 50’
CONSTRUCTION NOTES:
REFERENCE NOTES:
1.
FLOW
N
N ,1
,5
N ,1
,0
E 5,855,500
CREST OF LEVEE.
REMOVE TOP 6 INCHES OF MATERIAL FROM
4 5
E L
.5
B E
G
IN
S
O
IL
C
E M
E N
T
S T
A
.0
E L
.6
E N
D C
O M
B I-
W A
L L
S T
A
.0
EL 278.98
G R
A D
E B
R E
A K
S T
A
.0
G R
A D
E B
R E
A K
S T
A
.0
ROWPROJECT CL
FLOW LINE
TEMP CHANNEL
TOE OF SC
TOP OF SC
8 FT
12 FT
LEVEE
EXISTING
STATION ELEVATION
355+70
359+05
294.00
294.13
295.15
OFFSET (FT)ID
364+00 296.714
355+32
RIVERBED
TOE AT
RIVERBED
TOE AT
TOE OF SC
TOP OF SC
LIMIT FOR SC
EXCAVATION
APPROX
E L E
V A
T
IO
N F
E E
T
E L E
V A
T
IO
N F
E E
T
SEE SHEET T-05 FOR PROJECT AND ROW CONTROL POINTS AND CURVE DATA.
C-01 AND C-02)
(SEE SHEETS
COMBI-WALL
PROPOSED
STA. TOP OF LEVEE
356+20
357+40
361+30 311.57
310.93
310.72310.90
311.00
311.60
TO CONSTRUCTION, PER SHEETS C-03 THROUGH C-05.
RELOCATE EXISTING LOW FLOW CHANNEL PRIOR(OFFSET FROM PROJECT CONTROL LINE)
FLOW LINE - TEMPORARY LOW FLOW
1.
NOTES:
LINE. SEE C-12 FOR DETAILS.
SHOWN ON PROFILE ARE PROJECTED ONTO THE CONTROL
TOP OF SC, TOE OF RIVERBED AND TOE OF SC LINEWORK
SEE SHEET C-14 FOR DETAILS.
TOP AND BOTTOM SOIL CEMENT ELEVATIONS.
EXISTING STONE PROTECTION. SEE PROFILE FOR
CONSTRUCT SOIL CEMENT LAYER OVER
SEE SHEET C-14 FOR DETAILS.
BASED ON ELEVATIONS GIVEN ON PROFILE.
BUILD CREST OF LEVEE WITH COMPACTED FILL
AS SHOWN
J .U
J .U
E .K
C-03
S T
A T
O S
T A
S O
IL
C
E M
E N
T P
L A
N A
N D P
R O
F
IL
E
S M
L B
C C
P
P .D
G N
CHANNEL
TEMP LOW FLOW
LIMIT FOR
EXCAVATION
APPROX
CHANNEL
LOW FLOW
EXISTING
S T
A M
A T
C H L
IN
E S
E E C -0
10%
15 FT
100-YR WSE
WSE
SPF
SPF WSE
TOP OF LEVEE AND
ELEVATIONS:
NOT BUILD THE ACCESS RAMP AS AN OVERLAY. SEE SHEET C-15.
REVETMENT IS CONSTRUCTED. THE CONTRACTOR SHALL
CEMENT RAMP AT THE SAME TIME AS TYPICAL
REMOVE EXISTING FILL ACCESS RAMP. CONSTRUCT SOIL
C-01 AND C-02)
(SEE SHEETS
COMBI-WALL
S T
A
S T
A
S T
A
SEE SHEET C-01 AND C-02 FOR DETAILS.
DRIVE STEEL COMBI-WALL ALONG TOP OF LEVEE.
LINE. SEE C-12 FOR DETAILS.
SHOWN ON PROFILE ARE PROJECTED ONTO THE CONTROL
TOP OF SC, TOE OF RIVERBED AND TOE OF SC LINEWORK 2.
AN 8H:1V. SEE SPECIFICATIONS FOR STONE GRADATION.
WIDTH (MATCHING SOIL CEMENT SURFACE) AT
(MATCHING EXISTING RIPRAP SURFACE) TO 8-FT
SOIL CEMENT. FLARE TRANSITION FROM 0-FT WIDTH
TRANSITION FROM EXISTING RIPRAP PROTECTION TO
TRANSITION HEREON
DOWNSTREAM
SEE DETAIL
DETAIL DOWNSTREAM TRANSITION
P .I .P
B U
IL
D
IN
G
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
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
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
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N C
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E N
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_DATE_
Scale:
SHEET
Plot Date:
A R
T H
U R Y J
U N
G P
E
S P
E C
N O
W P
L -1
-B -0
S A
N T
A B
A R
B A
R A C
O U
N T
Y
C A
L
IF
O R
N
IA
S A
N T
A M
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IA
R
IV
E R B
A S
IN
S A
N T
A M
A R
IA
R
IV
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N D T
R
IB
U T
A R
IE
S B
R A
D L E
Y C
A N
Y O
N L
E V
E E E
X T
E N
S
IO
N F
O R
355+00 356+00 357+00 358+00 359+00 360+00 361+00 362+00 363+00 364+00
EL 280.04
EG ALONG CL
S=0.0015
EL 311.60
EL 279.60
TOE OF SC
TOP OF SC
S=0.0016S=0.0014
S=0.0026S=0.0037
S=0.0007
EL 311.00
EL 279.07
EL 312.31
TOE AT RIVERBED
V A
R
IE
S
T Y
P
1.5 H:1
V
.5
H :1
V
.7
H :1
V
H :1
V
.7 H :1
V
H :1
V
8H
:1V
H :1
V
300 300
0300300
OHOHOH
FLOW
330330
330330
373+00364+00
S E
E C -0
S
T A
M
A T
C H L
IN
E
S E
E C -0
S
T A
M
A T
C H L
IN
E
PROFILE
0 10 10 20FT
VERT. SCALE: 1’’= 10’
0 50 50 100FT
HORIZ. SCALE: 1’’= 50’
ROW
FLOW CHANNEL
TEMP LOW
ROW
SEE SHEETS C-11 THROUGH C-13 FOR SECTIONS.
N ,1
,5
N ,1
,0
CREST OF LEVEE.
REMOVE TOP 6 INCHES OF MATERIAL FROM
N
G R
A D
E B
R E
A K
S T
A
.0
G R
A D
E B
R E
A K
S T
A
.0
GRADE BREAK
STA 371+90.00
TOP OF SC
PROJECT CL
TOE OF SC
8 FT
G R
A D
E B
R E
A K
S T
A
.0
STATION ELEVATION
296.71
299.10
299.54
OFFSET (FT)ID
E L E
V A
T
IO
N F
E E
T
E L E
V A
T
IO
N F
E E
T
CONTROL POINTS AND CURVE DATA.
SEE SHEET T-05 FOR PROJECT AND ROW
STA. TOP OF LEVEE
364+30
367+20
370+85 312.83
312.54
312.24312.39
312.67
313.84
REFERENCE NOTES:
1.
2.
CONSTRUCTION NOTES:
AND DISPOSE OF EXISTING CROSSING (48-IN CMP).
SHOWN ON C-05, PRIOR TO CONSTRUCTION. REMOVE
LOCAL TRAFFIC OVER BRADLEY CANYON WASH,
CONSTRUCT TEMPORARY VEHICLE CROSSING FOR
AT ALL TIMES FOR LOCAL VEHICLE TRAFFIC.
MAINTAIN CROSSING OVER BRADLEY CANYON WASH
TO CONSTRUCTION, PER SHEETS C-03 THROUGH C-05.
RELOCATE EXISTING LOW FLOW CHANNEL PRIOR
(OFFSET FROM PROJECT CONTROL LINE)
FLOW LINE - TEMPORARY LOW FLOW
1.
NOTES:
LINE. SEE C-12 FOR DETAILS.
SHOWN ON PROFILE ARE PROJECTED ONTO THE CONTROL
TOP OF SC, TOE OF RIVERBED AND TOE OF SC LINEWORK
DITCH TO RESTORED LOW FLOW CHANNEL.
TEMPORARY LOW FLOW CHANNEL. CONSTRUCT
EXISTING DRAINAGE DITCH. CONNECT DITCH TO
SEE SHEET C-14 FOR DETAILS.
TOP AND BOTTOM SOIL CEMENT ELEVATIONS.
EXISTING STONE PROTECTION. SEE PROFILE FOR
CONSTRUCT SOIL CEMENT LAYER OVER
SEE SHEET C-14 FOR DETAILS.
BASED ON ELEVATIONS GIVEN ON PROFILE.
BUILD CREST OF LEVEE WITH COMPACTED FILL
AS SHOWN
J .U
J .U
E .K
C-04
S T
A T
O S
T A
S O
IL
C
E M
E N
T P
L A
N A
N D P
R O
F
IL
E
S M
L B
C C
P
P .D
G N
CHANNEL
LOW FLOW
EXISTING
S T
A
M
A T
C H L
IN
E S
E E C -0
S T
A
M
A T
C H L
IN
E S
E E C -0
10%
15 FT
100-YR WSE
WSE
SPF
SPF WSE
TOP OF LEVEE AND
ELEVATIONS:
NOT BUILD THE ACCESS RAMP AS AN OVERLAY. SEE SHEET C-15.
REVETMENT IS CONSTRUCTED. THE CONTRACTOR SHALL
CEMENT ACCESS RAMP AT THE SAME TIME AS TYPICAL
REMOVE EXISTING FILL ACCESS RAMP. CONSTRUCT SOIL
297.82
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
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
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
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B
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D
_DATE_
Scale:
SHEET
Plot Date:
A R
T H
U R Y J
U N
G P
E
S P
E C
N O
W P
L -1
-B -0
S A
N T
A B
A R
B A
R A C
O U
N T
Y
C A
L
IF
O R
N
IA
S A
N T
A M
A R
IA
R
IV
E R B
A S
IN
S A
N T
A M
A R
IA
R
IV
E R A
N D T
R
IB
U T
A R
IE
S B
R A
D L E
Y C
A N
Y O
N L
E V
E E E
X T
E N
S
IO
N F
O R
364+00 365+00 366+00 367+00 368+00 369+00 370+00 371+00 372+00 373+00
EL 280.04
EL 315.99
EL 283.42
EG ALONG CL
EL 312.67
EL 280.62
EL 313.84
EL 282.95
EL 280.09
TOE OF SC
TOP OF SC
S=0.0050
S=0.0018
S=0.0010 S=0.0032 S=0.0100
S=0.0040
EL 312.31
TOE AT RIVERBED
V A
R
IE
S
T Y
P
EL 312.39
0 3
4 5
VEHICLE CROSSING
CMP CULVERT AND
EXISTING 48-IN
371+55
373+00
364+00
371+55 135
.5
H :1
V
.7
H :1
V
CHANNEL
TEMP LOW FLOW
LIMIT FOR
EXCAVATION
APPROX
.7 H :1
V
H :1
V
0 50 50 100FT
SCALE: 1’’= 50’
PLAN
RIVERBED
TOE AT
LIMIT FOR SC
EXCAVATION
APPROX
H
:1 v
H :1
V
12 FT
LEVEE
EXISTING
300300
305 305 305 305
305 305
305305
305305
310310310310310310
310310
315315315315315315
315 315 315 315
320 320
POWER LINES
OVER-HEAD
(PROTECT IN PLACE)
SALT WATER LINE
18" DIA UNION OIL
(PROTECT IN PLACE)
OIL LINE
12" DIA CONOCO
(PROTECT IN PLACE) AND
COMMUNICATIONS CABLE
1.25" DIA CONOCO
O H
O H
O H
O H
OH
OHOHOHOHOH
OH
O H
O H
0 50 50 100FT
SCALE: 1’’= 50’
PLAN
FLOW
DETAIL UPSTREAM TRANSITION
4 51
3 1916
330330
330330
383+00
S E
E C -0
S
T A
M
A T
C H L
IN
E
PROFILE
0 10 10 20FT
VERT. SCALE: 1’’= 10’
0 50 50 100FT
HORIZ. SCALE: 1’’= 50’
CREST OF LEVEE.
REMOVE TOP 6 INCHES OF MATERIAL FROM
SEE SHEETS C-11THROUGH C-13 FOR SECTIONS.
N
N ,1
,0
N ,1
,5
E 5,855,500
G R
A D
E B
R E
A K
S T
A
.0
E N
D S
O
IL
C
E M
E N
T
S T
A
.0
ROW
12 FT
LEVEE
EXISTING
373+00
STATION ELEVATION
299.71
299.10
299.54
OFFSET (FT)ID
7 8
299.54
E L E
V A
T
IO
N F
E E
T
E L E
V A
T
IO
N F
E E
T
CONTROL POINTS AND CURVE DATA.
SEE SHEET T-05 FOR PROJECT AND ROW
8 FT
FLOW CHANNEL
TEMP LOW
ROW
PROJECT CL
G R
A D
E B
R E
A K
S T
A
.0
CONSTRUCTION NOTES:
REFERENCE NOTES:
1.
2.
DIRT ROAD
DIRT ROAD
DIRT ROAD
D
IR
T R
O A
D
TO CONSTRUCTION, PER SHEETS C-03 THROUGH C-05.
RELOCATE EXISTING LOW FLOW CHANNEL PRIOR
(OFFSET FROM PROJECT CONTROL LINE)
FLOW LINE - TEMPORARY LOW FLOW
1.
NOTES:
LINE. SEE C-12 FOR DETAILS.
SHOWN ON PROFILE ARE PROJECTED ONTO THE CONTROL
TOP OF SC, TOE OF RIVERBED AND TOE OF SC LINEWORK
SEE SHEET C-14 FOR DETAILS.
TOP AND BOTTOM SOIL CEMENT ELEVATIONS.
EXISTING STONE PROTECTION. SEE PROFILE FOR
CONSTRUCT SOIL CEMENT LAYER OVER
SEE SHEET C-14 FOR DETAILS.
BASED ON ELEVATIONS GIVEN ON PROFILE.
BUILD CREST OF LEVEE WITH COMPACTED FILL
DISPOSE OF CUTTING. SEE SHEET C-13.
END OF PIPE WITH 12 INCHES OF CONCRETE (MIN) AND
ABANDONED PRIOR TO PROJECT. CUT PIPE, CAP EACH
12-INCH DIAMETER STEEL IRRIGATION LINE TO BE
AS SHOWN
J .U
J .U
E .K
C-05
S T
A T
O S
T A
S O
IL
C
E M
E N
T P
L A
N A
N D P
R O
F
IL
E
S M
L B
C C
P
P .D
G N
CHANNEL
LOW FLOW
EXISTING
S T
A
M
A T
C H L
IN
E S
E E C -0
WSE
SPF
TOP OF EXISTING LEVEE
SOIL CEMENT
H :1
V
S O
IL
C
E M
E N
T
E X
IS
T
IN
G
E M
B A
N K
M E
N T
H :1
V
TOP OF EXISTING LEVEE
TOP OF SC
RIVERBED
TOE AT
TOE OF SC
LIMIT
EXCAVATION
.5
H :1
V
1.5H:1V
LINE TO SOIL CEMENT REVETMENT, SEE TRANSITION DETAIL.
EXTEND 18-INCH STONE PROTECTION FROM EXCAVATION
S T
A
S T
A
TO ORIGINAL CONDITION AFTER CONSTRUCTION.
C-04. REMOVE TEMPORARY CROSSING, RAMPS AND GRADE
DISPOSE OF EXISTING CROSSING (48-IN CMP) SHOWN ON
WASH PRIOR TO OTHER CONSTRUCTION. REMOVE AND
VEHICLE TRAFFIC OVER BRADLEY CANYON LEVEES AND
CONSTRUCT TEMPORARY RAMPS AND CROSSING FOR LOCAL
WASH AT ALL TIMES FOR LOCAL VEHICLE TRAFFIC.
MAINTAIN CROSSING OVER BRADLEY CANYON LEVEES AND
HEREON
TRANSITION
UPSTREAM
SEE DETAIL
*B *C
*D
*A
*E
FOR SECTIONS A, B, C, D AND E
* = SEE SHEET C-13
(PROTECT IN PLACE)
24-IN RCP SLEEVE
ENCASED IN
15-IN PVC WATERLINE
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
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
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
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B
C
D
12345678
A
B
C
D
_DATE_
Scale:
SHEET
Plot Date:
A R
T H
U R Y J
U N
G P
E
S P
E C
N O
W P
L -1
-B -0
S A
N T
A B
A R
B A
R A C
O U
N T
Y
C A
L
IF
O R
N
IA
S A
N T
A M
A R
IA
R
IV
E R B
A S
IN
S A
N T
A M
A R
IA
R
IV
E R A
N D T
R
IB
U T
A R
IE
S B
R A
D L E
Y C
A N
Y O
N L
E V
E E E
X T
E N
S
IO
N F
O R
373+00 374+00 375+00 376+00 377+00 378+00 379+00 380+00 381+00 382+00 383+00
EL 315.99
EL 283.42
EL 286.50
EL 319.30EG ALONG CL TOP OF SC
S=0.0040
S=0.0042
EL 285.84
EL 317.14
EL 318.96
TOE OF SC
TOP OF SC
S=0.0042
S=0.0051
S=0.0026
ELEV 301.34
IRRIGATION LINE
12" DIA STEELTOE AT RIVERBED
V A
R
IE
S
T Y
P
(PROTECT IN PLACE)
24-IN RCP SLEEVE
ENCASED IN
15-IN PVC WATERLINE
(PROTECT IN PLACE)
ELEV. 297.50
CONOCO OIL LINE
12" DIA STEEL
(PROTECT IN PLACE)
ELEV. 303.75
SALT WATER LINE
18" DIA CLAY
(PROTECT IN PLACE)
CABLE. ELEV 299.00
COMMUNICATIONS
1.25" DIA CONOCO
STA. TOP OF LEVEE WSE
374+15
378+70
380+00 313.48
313.37
313.06317.14
318.96
SPF WSE
TOP OF LEVEE, AND
ELEVATIONS:
NOT TO SCALE
319.30
376+00
380+54
373+00
381+33
TOE OF SC
.5
H :1
V
.5
H :1
V
H :1
V
H :1
V
RIVERBED
TOE AT
12 FT (MIN)
IRRIGATION LINE
12" DIA STEEL
TOP OF SC
LIMIT FOR SC
EXCAVATION
APPROXCHANNEL
TEMP LOW FLOW
LIMIT FOR
EXCAVATION
APPROX
300300
305 305
R O
C K S
REFERENCE NOTES:
1.
2.SEE SHEETS C-11 THROUGH C-13 FOR SECTIONS.
AND CURVE DATA.
SEE SHEET T-05 FOR PROJECT AND ROW CONTROL POINTS
CONSTRUCTION NOTES:
SEE STRUCTURAL SHEETS FOR DETAILS.
DRIVE STEEL COMBI-WALL ALONG TOP OF LEVEE.
STA 380+25.
LENGTH OF IMPROVED LEVEE FROM STA 346+20 TO
OF THE LEVEE ON THE LAND SIDE ALONG ENTIRE
OF THE LEVEE ON THE RIVER SIDE TO TOP EDGE
SECTION 31-00-00 PARAGRAPH 3.7.3, FROM TOP EDGE
4-IN THICK LAYER OF ABC, PER SPECIFICATION
1.
NOTES:
CONTROL LINE. SEE C-14 FOR DETAILS.
LINEWORK SHOWN ON PROFILE ARE PROJECTED ONTO THE
TOP OF COMBI-WALL, TOP OF LOW FLOW AND FLOW LINE
2.
CLARITY.
DETAILS. POST AND CABLE FENCE NOT SHOWN FOR
INSTALL POST AND CABLE FENCE, SEE SHEET M-02 FOR
330330
E L E
V A
T
IO
N
351+00
S T
A M
A T
C H L
IN
E S
E E S
H E
E T C -0
E
L .9
N .H
A S
IB
N .H
A S
IB
T .W
O N
G
0 30 30 60FT
SCALE: 1’’= 30’
C-06
S M
L B
C C
P
P .D
G N
S T
A T
O
F
IN
A L G
R A
D
IN
G P
L A
N A
N D P
R O
F
IL
E
S E
E C -0
S T
A
M
A T
C H L
IN
E
SHEET PILE - PROFILE
SHEET PILE - PLAN
N
DETCIRTSER
AERA
LEVEE
TOE OF
ROW
FILL
COMPACTED
VARIES
GROUND
EXISTING
RIPRAP
EXISTING
COMBI-WALL
MATERIAL
EXCAVATED
6 IN
PER PROFILE)
(ELEVATION
COMBI-WALL
NOT TO SCALE
TOP OF LEVEE CREST ALONG COMBI-WALL - TYPICAL
2%
C
PROJECT
L
OF ABC
4-IN LAYER
(SEE SHEET M-02)
CABLE FENCE
POST AND
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
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
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
_DATE_
Scale:
SHEET
Plot Date:
A R
T H
U R Y J
U N
G P
E
S P
E C
N O
W P
L -1
-B -0
S A
N T
A B
A R
B A
R A C
O U
N T
Y
C A
L
IF
O R
N
IA
S A
N T
A M
A R
IA
R
IV
E R B
A S
IN
S A
N T
A M
A R
IA
R
IV
E R A
N D T
R
IB
U T
A R
IE
S B
R A
D L E
Y C
A N
Y O
N L
E V
E E E
X T
E N
S
IO
N F
O R
330330
345+50 346+00 347+00 348+00 349+00 350+00 351+00
E L E
V A
T
IO
N
EXISTING GROUND
SHEET PILE - PROFILE
S T
A
E L .3
E L .5
S T
A
S T
A
TOP OF COMBI-WALL
C O
M B I-
W A
G
IN
COMBI-WALL
EXISTING
COMBI-WALL
NEW
S=0.40% S=0.22%
2 6
E
DIRT
300 300 300
305305
305 305 305
R O
C K
S
R O
C K
S
DIRT 310
REFERENCE NOTES:
1.
2.SEE SHEETS C-11 THROUGH C-13 FOR SECTIONS.
AND CURVE DATA.
SEE SHEET T-05 FOR PROJECT AND ROW CONTROL POINTS
REFERENCE NOTES:
1.
2.SEE SHEETS C-11 THROUGH C-13 FOR SECTIONS.
AND CURVE DATA.
SEE SHEET T-05 FOR PROJECT AND ROW CONTROL POINTS
CONSTRUCTION NOTES:
SEE STRUCTURAL SHEETS FOR DETAILS.
DRIVE STEEL COMBI-WALL ALONG TOP OF LEVEE.
STA 380+25.
LENGTH OF IMPROVED LEVEE FROM STA 346+20 TO
OF THE LEVEE ON THE LAND SIDE ALONG ENTIRE
OF THE LEVEE ON THE RIVER SIDE TO TOP EDGE
SECTION 31-00-00 PARAGRAPH 3.7.3, FROM TOP EDGE
4-IN THICK LAYER OF ABC, PER SPECIFICATION
CONSTRUCTION NOTES:
SEE STRUCTURAL SHEETS FOR DETAILS.
DRIVE STEEL COMBI-WALL ALONG TOP OF LEVEE.
STA 380+25.
LENGTH OF IMPROVED LEVEE FROM STA 346+20 TO
OF THE LEVEE ON THE LAND SIDE ALONG ENTIRE
OF THE LEVEE ON THE RIVER SIDE TO TOP EDGE
SECTION 31-00-00 PARAGRAPH 3.7.3, FROM TOP EDGE
4-IN THICK LAYER OF ABC, PER SPECIFICATION
SHEET PILE - PROFILE
SHEET PILE - PLAN
SHEET PILE - PROFILE
SHEET PILE - PLAN
N .H
A S
IB
N .H
A S
IB
T .W
O N
G
0 30 30 60FT
SCALE: 1’’= 30’
S M
L B
C C
P
P .D
G N
S T
A T
O
F
IN
A L G
R A
D
IN
G P
L A
N A
N D P
R O
F
E C -0
S
T A
M
A T
C H L
IN
E
E L E
V A
T
IO
N
351+00
S T
A
E L .9
S T
A M
A T
C H L
IN
E S
E E S
H E
E T C -0
330330
AS SHOWN
C-07
N
S T
A
DETCIRTSER
AERA
LEVEE
TOE OF
ROW
P .I .P
B U
IL
D
IN
G
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
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
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
_DATE_
Scale:
SHEET
Plot Date:
A R
T H
U R Y J
U N
G P
E
S P
E C
N O
W P
L -1
-B -0
S A
N T
A B
A R
B A
R A C
O U
N T
Y
C A
L
IF
O R
N
IA
S A
N T
A M
A R
IA
R
IV
E R B
A S
IN
S A
N T
A M
A R
IA
R
IV
E R A
N D T
R
IB
U T
A R
IE
S B
R A
D L E
Y C
A N
Y O
N L
E V
E E E
X T
E N
S
IO
N F
O R
N .H
A S
IB
N .H
A S
IB
T .W
O N
G
0 30 30 60FT
SCALE: 1’’= 30’
S M
L B
C C
P
P .D
G N
S T
A T
O
F
IN
A L G
R A
D
IN
G P
L A
N A
N D P
R O
F
E C -0
S
T A
M
A T
C H L
IN
E
E L E
V A
T
IO
N
351+00
S T
A
E L .9
S T
A M
A T
C H L
IN
E S
E E S
H E
E T C -0
330330
AS SHOWN
C-07
N
S T
A
DETCIRTSER
AERA
LEVEE
TOE OF
ROW
P .I .P
B U
IL
D
IN
G
330330
351+00 352+00 353+00 354+00 355+00 356+00 357+00
E L .9
E L .4
E L .5
E L .6
S T
A
S T
A
S T
A
EXISTING GROUND
TOP OF COMBI-WALL
WALL
END COMBI B
E G
IN
S
C
S=0.44% S=0.05%
S=0.04%
S=0.0007
EL 283.98
FLOW LINE
EL 287.98
LOW FLOW
TOP OF
1.
NOTES:
CONTROL LINE. SEE C-14 FOR DETAILS.
LINEWORK SHOWN ON PROFILE ARE PROJECTED ONTO THE
TOP OF COMBI-WALL, TOP OF LOW FLOW AND FLOW LINE
2.
CLARITY.
DETAILS. POST AND CABLE FENCE NOT SHOWN FOR
INSTALL POST AND CABLE FENCE, SEE SHEET M-02 FOR
1.
NOTES:
CONTROL LINE. SEE C-14 FOR DETAILS.
LINEWORK SHOWN ON PROFILE ARE PROJECTED ONTO THE
TOP OF COMBI-WALL, TOP OF LOW FLOW AND FLOW LINE
2.
CLARITY.
DETAILS. POST AND CABLE FENCE NOT SHOWN FOR
INSTALL POST AND CABLE FENCE, SEE SHEET M-02 FOR
2 62 6
.5
H :1
V
C-08 THROUGH C-10)
(SEE SHEETS
LOW FLOW
C-08 THROUGH C-10)
(SEE SHEETS
LOW FLOW
H :1
V
C-08 THROUGH C-10)
(SEE SHEETS
SOIL CEMENT
C-08 THROUGH C-10)
(SEE SHEETS
SOIL CEMENT
305305
310310
E
295 295
295 295
295295
DIRT
300 300
300300300
305 305
R O
C K
S 310 310310
310 310
PROFILE
0 10 10 20FT
VERT. SCALE: 1’’= 10’
0 50 50 100FT
HORIZ. SCALE: 1’’= 50’
REFERENCE NOTES:
1.
2.SEE SHEETS C-11 THROUGH C-13 FOR SECTIONS.
SEE SHEET T-05 FOR PROJECT AND ROW CONTROL POINTS AND CURVE DATA.
0 50 50 100FT
SCALE: 1’’= 50’
PLAN
FLOW
CONSTRUCTION NOTES:
SEE STRUCTURAL SHEETS FOR DETAILS.
DRIVE STEEL COMBI-WALL ALONG TOP OF LEVEE.
CONSTRUCT LOW FLOW CHANNEL PER PLANS.
SOIL CEMENT RAMPS. SEE SHEET C-15.
STA 380+25.
LENGTH OF IMPROVED LEVEE FROM STA 346+20 TO
OF THE LEVEE ON THE LAND SIDE ALONG ENTIRE
OF THE LEVEE ON THE RIVER SIDE TO TOP EDGE
SECTION 31-00-00 PARAGRAPH 3.7.3, FROM TOP EDGE
4-IN THICK LAYER OF ABC, PER SPECIFICATION
18 FT–
330330
E L E
V A
T
IO
N
330330
E L E
V A
T
IO
N
364+00355+00
S E
E C -0
S T
A
M
A T
C H L
IN
E
N
N ,1
,5
N ,1
,0
E 5,855,500
E L
.5
B E
G
IN
S
O
IL
C
E M
E N
T
S T
A
.0
E L
.6
E N
D C
O M
B I-
W A
L L
S T
A
.0
EL 297.98
EL 293.98
G R
A D
E B
R E
A K
S T
A
.0
G R
A D
E B
R E
A K
S T
A
.0
ROWPROJECT CL
10%
1 2
1.
NOTES:
CONTROL LINE. SEE C-14 FOR DETAILS.
LINEWORK SHOWN ON PROFILE ARE PROJECTED ONTO THE
TOP OF LEVEE, TOP OF LOW FLOW AND FLOW LINE
AS SHOWN
J .U
J .U
E .K
C-08
S M
L B
C C
P
P .D
G N
S T
A
M
A T
C H L
IN
E S
E E C -0
S T
A T
O S
T A
F
IN
A L G
R A
D
IN
G P
L A
N A
N D P
R O
F
IL
E
3.SEE SHEET M-01 FOR SIGNAGE DETAILS.
CLARITY.
DETAILS. POST AND CABLE FENCE NOT SHOWN FOR
INSTALL POST AND CABLE FENCE, SEE SHEET M-02 FOR 2.
C-06 AND C-07)
(SEE SHEETS
COMBI-WALL
PROPOSED
P .I .P
B U
IL
D
IN
G
C-06 AND C-07)
(SEE SHEETS
COMBI-WALL
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
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
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
_DATE_
Scale:
SHEET
Plot Date:
A R
T H
U R Y J
U N
G P
E
S P
E C
N O
W P
L -1
-B -0
S A
N T
A B
A R
B A
R A C
O U
N T
Y
C A
L
IF
O R
N
IA
S A
N T
A M
A R
IA
R
IV
E R B
A S
IN
S A
N T
A M
A R
IA
R
IV
E R A
N D T
R
IB
U T
A R
IE
S B
R A
D L E
Y C
A N
Y O
N L
E V
E E E
X T
E N
S
IO
N F
O R
355+00 356+00 357+00 358+00 359+00 360+00 361+00 362+00 363+00 364+00
EG ALONG CL
S=0.0015
EL 311.60
EL 298.60
EL 294.60
(TYP)
4’
VARIES
EL 299.04
EL 295.04
S=0.0026S=0.0037
EL 311.00
EL 298.07
EL 294.07
FLOW LINE
LOW FLOW
TOP OF
EL 312.31
TOP OF LEVEE
S=0.0007 S=0.0014 S=0.0016 S=0.0018
A FLOW LINE
B
C
295 295
295 295
D
LOW FLOW
DESIGN
TOP OF
LEVEE
TOE OF
300 300
300 30
305305
305 305
310310
310 310
TOP OF LEVEE
300 300
0300300
18 12 FT BY 18 FT BY 24 IN OF DUMPED STONE, SEE SHEET C-17.
REFERENCE NOTES:
1.
2.SEE SHEETS C-11 THROUGH C-13 FOR SECTIONS.
CONTROL POINTS AND CURVE DATA.
SEE SHEET T-05 FOR PROJECT AND ROW
INSTALL 48-INCH RCP PER PLANS. SEE SHEET C-17 FOR DETAILS.
OHOHOH
12 CONSTRUCT LOW FLOW CHANNEL PER PLANS.
9 EXTEND LOCAL DRAINAGE DITCH TO DRAIN INTO LOW FLOW.
13 SEE SHEET C-16.
CONSTRUCT ASPHALT ACCESS ROAD.
CONSTRUCTION NOTES:
STA 380+25.
LENGTH OF IMPROVED LEVEE FROM STA 346+20 TO
OF THE LEVEE ON THE LAND SIDE ALONG ENTIRE
OF THE LEVEE ON THE RIVER SIDE TO TOP EDGE
SECTION 31-00-00 PARAGRAPH 3.7.3, FROM TOP EDGE
4-IN THICK LAYER OF ABC, PER SPECIFICATION
FLOW
18 FT–
330330
330330
373+00364+00
S E
E C -0
S
T A
M
A T
C H L
IN
E
S E
E C -0
S
T A
M
A T
C H L
IN
E
0 50 50 100FT
SCALE: 1’’= 50’
PLAN
PROFILE
0 10 10 20FT
VERT. SCALE: 1’’= 10’
0 50 50 100FT
HORIZ. SCALE: 1’’= 50’
ROW
ROW
E 5,855,500N ,1
,5
N ,1
,0
N
G R
A D
E B
R E
A K
S T
A
.0
G R
A D
E B
R E
A K
S T
A
.0
PROJECT CL
10%
G
E L E
V A
T
IO
N F
E E
T
E L E
V A
T
IO
N F
E E
T
G R
A D
E B
R E
A K
S T
A
AS SHOWN
J .U
J .U
E .K
C-09
S M
L B
C C
P
P .D
G N
S T
A
M
A T
C H L
IN
E S
E E C -0
S T
A
M
A T
C H L
IN
E S
E E C -0
S T
A T
O S
T A
F
IN
A L G
R A
D
IN
G P
L A
N A
N D P
R O
F
IL
E
EXISTING D
IRT ROAD
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
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
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
_DATE_
Scale:
SHEET
Plot Date:
A R
T H
U R Y J
U N
G P
E
S P
E C
N O
W P
L -1
-B -0
S A
N T
A B
A R
B A
R A C
O U
N T
Y
C A
L
IF
O R
N
IA
S A
N T
A M
A R
IA
R
IV
E R B
A S
IN
S A
N T
A M
A R
IA
R
IV
E R A
N D T
R
IB
U T
A R
IE
S B
R A
D L E
Y C
A N
Y O
N L
E V
E E E
X T
E N
S
IO
N F
O R
364+00 365+00 366+00 367+00 368+00 369+00 370+00 371+00 372+00 373+00
EL 315.99
EG ALONG CL
EL 312.67
EL 299.62
EL 295.62
EL 313.84
EL 301.95
EL 297.95
EL 312.39
EL 299.09
EL 295.09
(TYP)
4’
VARIES
EL 299.04
EL 295.04
EL 302.42
EL 298.42
S=0.0010 S=0.0032 S=0.0100
S=0.0040
FLOW LINE
LOW FLOW
TOP OF
EL 312.31
TOP OF LEVEE
S=0.0018 S=0.0050
0 3
18 18
1.
NOTES:
CONTROL LINE. SEE C-14 FOR DETAILS.
LINEWORK SHOWN ON PROFILE ARE PROJECTED ONTO THE
TOP OF LEVEE, TOP OF LOW FLOW AND FLOW LINE
D
E
F FLOW LINE
300 300
LEVEE
TOE OF
LOW FLOW
DESIGN
TOP OF
TOP OF LEVEE
295.40
296.02
295.04
298.42
STATION ELEVATIONOFFSET (FT)ID
(OFFSET FROM PROJECT CONTROL LINE)
FLOW LINE
366+00
368+00
D
E
F
G
364+00
373+00
300300
305 305 305 305
305 305
305305
305305
310310310310310310
310310
315315315315315315
315 315 315 315
320 320
POWER LINES
OVER-HEAD
(TYP)
POLE
POWER
(PROTECT IN PLACE)
OIL LINE
12" DIA CONOCO
(PROTECT IN PLACE) AND
COMMUNICATIONS CABLE
1.25" DIA CONOCO
O H
O H
O H
O H
OH OH
OHOHOHOHOH
OH
O H
O H
PROTECT IN PLACE
SALT WATER LINE
18" DIA UNION OIL
PROFILE
0 10 10 20FT
VERT. SCALE: 1’’= 10’
0 50 50 100FT
HORIZ. SCALE: 1’’= 50’
0 50 50 100FT
SCALE: 1’’= 50’
PLAN
330330
330330
383+00
S E
E C -0
S
T A
M
A T
C H L
IN
E
N
N ,1
,0
N ,1
,5
0E 5,855,500
G R
A D
E B
R E
A K
S T
A
.0
E N
D S
O
IL
C
E M
E N
T
S T
A
.0
PROJECT CL
ROW
373+00
TOP OF LEVEE
18 FT–
E L E
V A
T
IO
N F
E E
T
E L E
V A
T
IO
N F
E E
T
ROW
ROW
1.
NOTES:
CONTROL LINE. SEE C-14 FOR DETAILS.
LINEWORK SHOWN ON PROFILE ARE PROJECTED ONTO THE
TOP OF LEVEE, TOP OF LOW FLOW AND FLOW LINE
AS SHOWN
J .U
J .U
E .K
C-10
S M
L B
C C
P
P .D
G N
S T
A
M
A T
C H L
IN
E S
E E C -0
S T
A T
O S
T A
F
IN
A L G
R A
D
IN
G P
L A
N A
N D P
R O
F
IL
E
2.SEE SHEET M-01 FOR SIGNAGE DETAILS.
(PROTECT IN PLACE)
24-IN RCP SLEEVE
ENCASED IN
15-IN PVC WATERLINE
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
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
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
_DATE_
Scale:
SHEET
Plot Date:
A R
T H
U R Y J
U N
G P
E
S P
E C
N O
W P
L -1
-B -0
S A
N T
A B
A R
B A
R A C
O U
N T
Y
C A
L
IF
O R
N
IA
S A
N T
A M
A R
IA
R
IV
E R B
A S
IN
S A
N T
A M
A R
IA
R
IV
E R A
N D T
R
IB
U T
A R
IE
S B
R A
D L E
Y C
A N
Y O
N L
E V
E E E
X T
E N
S
IO
N F
O R
373+00 374+00 375+00 376+00 377+00 378+00 379+00 380+00 381+00 382+00 383+00
EL 315.99
EL 319.30EG ALONG CL
S=0.0040
EL 304.84
EL 300.84
(TYP)
4’
VARIES
EL 317.14
EL 318.96
LOW FLOW
EL 302.42
EL 298.42
EL 305.50
EL 301.50
S=0.0026
ELEV 301.34
IRRIGATION LINE
12" DIA STEEL
LOW FLOW
TOP OF
TOP OF LEVEE
TOP OF LEVEE
S=0.0042 S=0.0042
S=0.0051
(PROTECT IN PLACE)
24-IN RCP SLEEVE
ENCASED IN
15-IN PVC WATERLINE
(PROTECT IN PLACE)
ELEV. 297.50
CONOCO OIL LINE
12" DIA STEEL
(PROTECT IN PLACE)
ELEV. 303.75
SALT WATER LINE
18" DIA CLAY
(PROTECT IN PLACE)
CABLE. ELEV 299.00
COMMUNICATIONS
1.25…
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