Plans_Am3.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
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SMLBCG001VM.DGN
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SMLBCB604PP.DGN
SMLBCB605PP.DGN
SMLBCB606XS.DGN
SMLBCB607BH.DGN
SMLBCB608BH.DGN
SMLBCB609BH.DGN
SMLBCB610BH.DGN
SMLBCB611BH.DGN
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SMLBCC111XS.DGN
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SMLBCC116AR.DGN
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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
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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
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STEEL COMBI-WALL
2.
1. DIMENSIONS SHALL NOT BE SCALED FROM THE DRAWINGS.
OF CONSTRUCTION.
ALL STATIONING SHOWN IS ALONG THE PROJECT CENTERLINE, OR NORMAL TO CENTERLINE
1. ALL STEEL WORK SHALL BE PERFORMED ACCORDING TO AISC 325.
2. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF AWS D1.1.
3.
4. ALL STRUCTURAL CARBON STEEL ROLLED SHAPES, PLATES, AND BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A572, GRADE
5.
6. ALL PILES SHALL BE DRIVEN TO THE FOLLOWING TOLERANCES:
" FROM THE DESIGN ELEVATION 2
1A. VERTICAL TOLERANCE OF PLUS OR MINUS 1
" PER FOOT EITHER IN THE PLANE OF WALL OR 8
1B. OUT OF PLUMB TOLERANCE SHOULD BE NOT BE MORE THAN
PERPENDICULAR TO THE PLANE OF WALL
SHALL BE SELECTED IN ORDER TO DRIVE THE PILES WITHIN THE TOLERANCES.
7.
8.
9. ALL MATERIALS SHALL BE HANDLED AND DRIVEN IN SUCH A MANNER AS TO AVOID DAMAGE OR DISTORTION TO THE PILING. DAMAGED
MATERIALS WHICH ARE CONSIDERED UNSATISFACTORY BY THE USACE CONTRACTING OFFICER SHALL BE REPLACED WITH NEW,
10. PILES SHALL BE INSTALLED TO PENETRATION DEPTH INDICATED. CONTRACTOR SHALL ENSURE THAT SUFFICIENT PILE
DEPTH/LENGTH IS FABRICATED SO THAT THE REQUIRED PILE PENETRATION DEPTH CAN BE OBTAINED.
GENERAL STRUCTURAL NOTES
N .H
A S
IB
1:1
SATISFACTORY MATERIAL AND INCORPORATED INTO THE WORK AT THE SOLE EXPENSE OF THE CONTRACTOR.
ALL STEEL SHEET PILES SHALL MEET THE REQUIREMENTS OF ASTM A572, GRADE 50, UNLESS APPROVED OTHERWISE.
50, UNLESS APPROVED OTHERWISE.
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C. APPROPRIATE METHODS, EQUIPMENT, AND PROCEDURES FOR DRIVING PILES, AND FOR THE DESIGN OF TEMPLATES AND BRACING
SHALL BE SEAMLESS OR WELDED SEAM, PER A6/A6M
THE WIDE FLANGE BEAM MATERIAL SHALL MEET THE REQUIREMENT OF ASTM A572, GRADE 50, UNLESS APROVED OTHERWISE. ALL WIDE FLANGE BEAMS
ALL PILE INSTALLATION SHALL BE CONDUCTED WITH THE USACE REPRESENTATIVE PRESENT.
/2
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TIP ELEVATION.
THE CONTRACTOR SHALL USE AN IMPACT (POWER) HAMMER TO DRIVE THE WIDE FLANGE BEAM THE FINAL 4 FT TO REACH THE
N O
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9’-0" 9’-0"
C
VARIES SEE PLANSVARIES SEE PLANS
SEE PLANS
TOP OF LEVEE VARIES -
ELEVATION AND WIDTH OF
ROW
EXISTING LEVEE
EASEMENT
TEMPORARY CONSTRUCTION
SHEET PILE
"B
"A
N .H
A S
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2’-6"
(SEE NOTE #1 FOR COMBI-WALL PROPERTIES)
COMBI-WALL SYSTEM TYPE "A"
NOT TO SCALE.
PROJECT CONTROL LINE
NOT TO SCALE.
LEVEE AND
PROJECT CONTROL LINE
NOT TO SCALE.
1:1
(PROTECT IN PLACE)
EXISTING COMBI-WALL
COMBI-WALL DETAIL AT STA. 346+20
TYPICAL COMBI-WALL PLAN DETAIL
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G N
WIDE FLANGE BEAM
(SEE NOTE #2 FOR WIDE FLANGE BEAM PROPERTIES)
WIDE FLANGE BEAM TYPE "B"
4" ABC
FLANGE BEAM SHALL NOT EXCEED 4 IN.
EXISTING PIPE PILE AND THE NEAREST PART OF THE WIDE
WITH THE EXISTING PIPE PILE. THE DISTANCE BETWEEN THE
LINE. THE WIDE FLANGE BEAM SHALL NOT BE IN CONTACT
WIDE FLANGE BEAM @ 12.5 DEG. FROM THE PROJECT CONTROL
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B
B
B
B
EQUAL)
(OR APPROVED
CONNECTOR
BBS-M
EQUAL)
(OR APPROVED
CONNECTOR
BBS-F
SHALL NOT BE ACCEPTED.
ALTERNATIVE OPTIONS TO THE WELDED CONNECTION METHOD 9.
AND SHALL CONFORM TO THE REQUIREMENTS OF AWS D1.1.
PILE IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATION
ON THE WIDE FLANGE BEAM CONTINUOUSLY THE FULL LENGTH OF SHEET
BBS-M AND BBS-F CONNECTORS (OR APPROVED EQUAL) SHALL BE WELDED 8.
ASTM A572, GRADE 50, UNLESS APPROVED OTHERWISE.
THE WIDE FLANGE BEAM MATERIAL SHALL MEET THE REQUIREMENT OF 7.
ASTM A572, GRADE 50, UNLESS APPROVED OTHERWISE.
AND BARS SHALL CONFORM TO THE REQUIREMENTS OF
ALL STRUCTURAL CARBON STEEL ROLLED SHAPES, PLATES,6.
THE CONTRACTOR.
NOT EXTEND BEYOND IT AT THE SOLE EXPENSE OF
WITHIN THE FOOTPRINT OF THE EXISTING LEVEE AND
DISTURBED STONE PROTECTION SHALL BE RESTORED
STONE PROTECTION ON EXISTING LEVEE SLOPE. ANY
CONTRACTOR TO TAKE CARE NOT TO DISTURB THE5.
COMPACTION IN ACCORDANCE WITH ASTM D1557.
BACKFILL SHALL BE COMPACTED TO 90% RELATIVE
TO PLACEMENT OF 4" ABC.
WITHIN WIDE FLANGE BEAMS AND SHEET PILES PRIOR
AND COMPACT LOCAL AREAS OF SUBSIDENCE AROUND AND
CONTRACTOR TO BACKFILL WITH SATISFACTORY MATERIAL 4.
CHOSEN METHOD OF INSTALLATION.
FINAL PILE SIZE THAT IS COMPATIBLE WITH THE CONTRACTOR’S
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING THE
METHODS REQUIRED TO REACH THE PENETRATION DEPTH INDICATED.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING THE
ALLOW FOR ANY STRESSES INDUCED DURING PILE INSTALLATION.
LISTED ABOVE, THE PILING SHALL BE SUFFICIENTLY SIZED TO
IN ADDITION TO THE MINIMUM SECTION PROPERTIES3.
SECTION MODULUS S=854 IN
MOMENT OF INERTIA I=15600 IN
THE PENETRATION DEPTH
WIDE FLANGE BEAM "B" IS THE WIDE FLANGE BEAM OF SYSTEM "A" EXTENDING TO
REQUIRED MINIMUM PROPERTIES OF THE WIDE FLANGE BEAM "B"2.
/FT.
SECTION MODULUS S=159 IN
/FT.
MOMENT OF INERTIA I=3124 IN
COMBI WALL SYSTEM "A" INCLUDES THE WIDE FLANGE BEAM AND THE SHEET PILE
REQUIRED MINIMUM PROPERTIES OF COMBI-WALL SYSTEM "A"1.
NOTES:
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3. SEE SHEET G-09 FOR CONTINUATION OF BORING LOG.
2. FOR BORING LOCATIONS SEE SHEET G-03.
1. SEE SHEET G-07 FOR SOIL CLASSIFICATION SYSTEM.
NOTES:
G-08
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3. SEE SHEET G-08 FOR PREVIOUS INFORMATION OF BORING LOG.
2. FOR BORING LOCATIONS SEE SHEET G-03.
1. SEE SHEET G-07 FOR SOIL CLASSIFICATION SYSTEM.
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A
3. SEE SHEET G-11 FOR CONTINUATION OF BORING LOG.
2. FOR BORING LOCATIONS SEE SHEET G-02.
1. SEE SHEET G-07 FOR SOIL CLASSIFICATION SYSTEM.
D Y
B -2 P
A G
E A
N D O
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L O
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3. SEE SHEET G-10 FOR PREVIOUS INFORMATION OF BORING LOG.
2. FOR BORING LOCATIONS SEE SHEET G-02.
1. SEE SHEET G-07 FOR SOIL CLASSIFICATION SYSTEM.
L E
O N
G S
O N
G-11
D Y
B -2 P
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O G F
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3. SEE SHEET G-13 FOR CONTINUATION OF BORING LOG.
2. FOR BORING LOCATIONS SEE SHEET G-02.
1. SEE SHEET G-07 FOR SOIL CLASSIFICATION SYSTEM.
L E
O N
G S
O N
G-12
D Y
B -3 P
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D E
S
IG
N E
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Y
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A W
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G L
O G F
R O
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A V
D
3. SEE SHEET G-12 FOR PREVIOUS INFORMATION OF BORING LOG.
2. FOR BORING LOCATIONS SEE SHEET G-02.
1. SEE SHEET G-07 FOR SOIL CLASSIFICATION SYSTEM.
L E
O N
G S
O N
G-13
D Y
B -3 P
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E O
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F
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O G F
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D
3. SEE SHEET G-15 FOR CONTINUATION OF BORING LOG.
2. FOR BORING LOCATIONS SEE SHEET G-01.
1. SEE SHEET G-07 FOR SOIL CLASSIFICATION SYSTEM.
F
IL
E N
A M
E
L E
O N
G S
O N
G-14
D Y
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F
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S
IG
N E
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Y
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Y
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O G F
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3. SEE SHEET G-14 FOR PREVIOUS INFORMATION OF BORING LOG.
2. FOR BORING LOCATIONS SEE SHEET G-01.
1. SEE SHEET G-07 FOR SOIL CLASSIFICATION SYSTEM.
NOTES:
L E
O N
G S
O N
G-15
D Y
B -4 P
A G
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L O
G O
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F
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VALUE ENGINEERING PAYS
D E
S
IG
N E
D B
Y
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A W
N B
Y
C H
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K E
D B
Y
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N
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H E B
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O G F
R O
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D
3. SEE SHEET G-17 FOR CONTINUATION OF BORING LOG.
1. SEE SHEET G-07 FOR SOIL CLASSIFICATION SYSTEM.
NOTES:
L E
O N
G S
O N
G-16
D Y
B -5 P
A G
D O
F
L O
G O
F B
O R
IN
G
F
IL
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E S
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B
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A
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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
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N
C O
L U
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H E B
O R
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G L
O G F
R O
M M
S L T
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A V
D
3. SEE SHEET G-16 FOR PREVIOUS INFORMATION OF BORING LOG.
1. SEE SHEET G-07 FOR SOIL CLASSIFICATION SYSTEM.
NOTES:
L E
O N
G S
O N
D Y
B -5 P
A G
E O
F
L O
G O
F B
O R
IN
G
G-17
F
IL
E N
A M
E S
M L
B C
B
B H .D
G N
A
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
J A
M E
S A F
A R
L E
Y C
H
IE
F
G E
O T
E C
H N
IC
A L B
R A
N C
H
SPL-FS2LA1\CADD\CALIFORNIA\SANTA MARIA LEVEES\BRADLEYCANYONEXTENSION\PLANS\GEO
H E
R N
A N
D E
Z
L E
O N
G S
O N
D
IS
T R
IC
T F
IL
E N
O
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
S U
B M
IT
T E
D B
Y
F
IL
E N
A M
E
12345678
A
B
C
D
12345678
A
B
C
D
Scale:
SHEET
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
A /2
/1
M .L
R E
V A
C O
N V
E R
T E
D E
L E
V A
T
IO
N V
A L
U E
S U
N D
E R T
H E
E L E
V A
T
IO
N
C O
L U
T
H E B
O R
IN
G L
O G F
R O
M M
S L T
O N
A V
D
2. FOR BORING LOCATIONS SEE SHEET G-05.
1. SEE SHEET G-07 FOR SOIL CLASSIFICATION SYSTEM.
NOTES:
L E
O N
G S
O N
D Y
B -0
L O
G O
F B
O R
IN
G
G-18
F
IL
E N
A M
E S
M L
B C
B
B H .D
G N
A
A
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
J A
M E
S A F
A R
L E
Y C
H
IE
F
G E
O T
E C
H N
IC
A L B
R A
N C
H
SPL-FS2LA1\CADD\CALIFORNIA\SANTA MARIA LEVEES\BRADLEYCANYONEXTENSION\PLANS\GEO
H E
R N
A N
D E
Z
L E
O N
G S
O N
D
IS
T R
IC
T F
IL
E N
O
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
S U
B M
IT
T E
D B
Y
F
IL
E N
A M
E
12345678
A
B
C
D
12345678
A
B
C
D
Scale:
SHEET
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
A /2
/1
M .L
R E
V A
C O
N V
E R
T E
D E
L E
V A
T
IO
N V
A L
U E
S U
N D
E R T
H E
E L E
V A
T
IO
N
C O
L U
T
H E B
O R
IN
G L
O G F
R O
M M
S L T
O N
A V
D
2. FOR BORING LOCATIONS SEE SHEET G-04.
NOTES:
L E
O N
G S
O N
D Y
B -0
L O
G O
F B
O R
IN
G
G-19
F
IL
E N
A M
E S
M L
B C
B
B H .D
G N
A
A
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
J A
M E
S A F
A R
L E
Y C
H
IE
F
G E
O T
E C
H N
IC
A L B
R A
N C
H
SPL-FS2LA1\CADD\CALIFORNIA\SANTA MARIA LEVEES\BRADLEYCANYONEXTENSION\PLANS\GEO
H E
R N
A N
D E
Z
L E
O N
G S
O N
D
IS
T R
IC
T F
IL
E N
O
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
S U
B M
IT
T E
D B
Y
F
IL
E N
A M
E
12345678
A
B
C
D
12345678
A
B
C
D
Scale:
SHEET
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
A /2
/1
M .L
R E
V A
C O
N V
E R
T E
D E
L E
V A
T
IO
N V
A L
U E
S U
N D
E R T
H E
E L E
V A
T
IO
N
C O
L U
T
H E B
O R
IN
G L
O G F
R O
M M
S L T
O N
A V
D
NOTES:
L E
O N
G S
O N
D Y
B -0
L O
G O
F B
O R
IN
G
G-20
F
IL
E N
A M
E S
M L
B C
B
B H .D
G N
A
A
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
J A
M E
S A F
A R
L E
Y C
H
IE
F
G E
O T
E C
H N
IC
A L B
R A
N C
H
SPL-FS2LA1\CADD\CALIFORNIA\SANTA MARIA LEVEES\BRADLEYCANYONEXTENSION\PLANS\GEO
H E
R N
A N
D E
Z
L E
O N
G S
O N
D
IS
T R
IC
T F
IL
E N
O
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
S U
B M
IT
T E
D B
Y
F
IL
E N
A M
E
12345678
A
B
C
D
12345678
A
B
C
D
Scale:
SHEET
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
A /2
/1
M .L
R E
V A
C O
N V
E R
T E
D E
L E
V A
T
IO
N V
A L
U E
S U
N D
E R T
H E
E L E
V A
T
IO
N
C O
L U
T
H E B
O R
IN
G L
O G F
R O
M M
S L T
O N
A V
D
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