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LANCE A. HELWIG, P.E.
CHIEF, DESIGN BRANCH
CHIEF, ENGINEERING & CONSTRUCTION DIVISION
SOLICITATION NUMBER:
DATE:
DISTRICT COMMANDER
COLONEL, CORPS OF ENGINEERS
US Army Corps of Engineers
Portland District
THIS PROJECT WAS DESIGNED BY THE PORTLAND
DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS.
THE INITIALS OR SIGNATURES AND REGISTRATION
DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE
PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
AARON L. DORF
MARK J. SAWKA, P.E.
COOS BAY DOCK REPAIR
FOLLOW-ON
W9127N-18-B-0002
G E
C D
J N
S F i l e
L a s t
S a v e d
B y
G-001
C O
O S
B
A Y
D
C
K
R
E P
A I R
F
L L O
W O
N
I N
D E
X
O
F
D
R A
W I N
G S
V
I C
I N
I T
Y
M
A P
L O
C A
T I O
N
M
A P
S A
R A
H
K
N O
W L E
S
G E
C D
J N
S W
N
B
M I C
H A
E L
S
M
A G
E E
A N
S I
D
C O
V E
R
S
H E
E T d w g
PORTLAND DISTRICT
U S
A
R M
Y
C
O R
P
E
N G
I N
E E
R S
P O
R T
L A
N
S
T R
I C
T
P O
R T
L A
N D
O
R E
G O
N
S O
L I C
I T
A T
I O
N
N
O
F I L E
M
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
D A
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S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
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S
C A
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C O
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R A
C T
SHEET
IDENTIFICATION
D A
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A P
P R
D R
A W
I N
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B E
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US Army Corps of Engineers
P L O
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B
A
INDEX OF DRAWINGS
SHEET
NUMBER
TITLE
G-001
INDEX OF DRAWINGS, VICINITY MAP, AND LOCATION MAP
S-101 SITE PLAN
S-102 NEW DOLPHIN - FRONT AND SIDE VIEW
SD101 EXISTING 9-PILE & 19-PILE DOLPHIN - PLAN & ELEVATION
SD102 BENT ELEVATIONS
S-501 DOLPHIN AND FENDER DETAILS
S-502 CATWALK DETAILS
S-503 DOLPHIN CONNECTION AND HANDRAIL REPLACEMENT DETAILS
S-504 VERTICAL FIN DETAILS
INFORMATIONAL DRAWINGS
CBG-2-1/1
SITE PLAN, VICINITY MAP, PLAN, AND INDEX
CBG-2-1/4
SOIL BORINGS,DETAILS OF CONCRETE PILE CAP, HANDRAIL AND
CURBS
COOS BAY DOCK REPAIR FOLLOW-ON
PROJECT LOCATION
COOS
BAY
TILLAMOOK
VICINITY MAP LOCATION MAP
PROJECT SITE
A D
D I T
I O
N
O
F
I N
F O
R M
A T
I O
N A
L
S
H E
E T
S
T
O
D
R A
W I N
G
P
A C
K A
G E
E
C D
J N
S F i l e
L a s t
S a v e d
B y
S-101
C O
Y
D O
K
P
A
L L O
W O
N
S I T
E
P
L A
N
M I C
H A
E L
P
S
C H
O C
H
P
E
G E
C D
J N
S W
N
B
M A
T T
H E
W
D
H
A N
S O
N
P
E
A N
S I
D
S d w g
PORTLAND DISTRICT
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P O
R T
L A
S
T R
I C
T
P O
R T
L A
N D
O
R E
G O
N
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
D A
T E
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
C O
N T
R A
SHEET
IDENTIFICATION
D A
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A P
P R
D R
A W
I N
G
N
U M
B E
R
US Army Corps of Engineers
P L O
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E
54321
D
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B
A
N
SCALE: NTS
SITE PLAN
C6
1. REMOVE, DISPOSE, AND REPLACE DOLPHIN #1 (9 PILE, REF. A/SD-101)
2. REMOVE, DISPOSE, AND REPLACE DOLPHIN #2 (19 PILE, REF. B/SD-101)
3. REMOVE, DISPOSE, AND REPLACE DOLPHIN #4 (19 PILE, REF. B/SD-101)
4. REMOVE, DISPOSE, AND REPLACE GANGWAY #1
5. REMOVE, DISPOSE, AND REPLACE LONGITUDINAL BRACING BETWEEN PILES 16A AND 17A
6. REMOVE, DISPOSE, AND REPLACE TRANSVERSE BRACING BETWEEN PILES B AND C ON BENTS 5, 6, 7, AND 8
7. REMOVE, DISPOSE, AND REPLACE FLOATING DOCK (REFER TO SPEC. 35 51 13.00 20)
8. GANGWAY #3 TO BE SALVAGED & REUSED
SCOPE OF WORK:
C5C4C3C2
C1
ACD
B
C B
100'-0" 70'-0" 30'-0"
±20'-6"
140'-0" 32'-0"
A
C E
S
DOLPHIN #1 DOLPHIN #2
DOLPHIN #3 GANGWAY #1 DOLPHIN #4
GANGWAY #3
FLOATING DOCK
GANGWAY #2
DOLPHIN #5
DOLPHIN #6
20'-0" 20'-0" 20'-0" 20'-0"
FENDER LINE
ACCESS PIER
BENT (TYP)
LEGEND
GRID INDICATOR
E
C D
J N
S F i l e
L a s t
S a v e d
B y
S-102
C O
Y
D O
P
A
L L O
W O
N
N E
W
D
O L P
H
R O
D
E
V
I E
W
M I C
H A
E L
P
S
C H
O C
H
P
E
G E
C D
J N
S W
N
B
M A
T T
H E
W
D
H
A N
S O
N
P
E
A N
S I
D
S d w g
PORTLAND DISTRICT
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P O
R T
L A
S
T R
I C
T
P O
R T
L A
N D
O
R E
G O
N
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
D A
T E
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
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C A
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C O
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SHEET
IDENTIFICATION
D A
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A P
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D R
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US Army Corps of Engineers
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B
A
4' MIN TO
8' MAX
1. ELEVATION DATUM MSL
2. CONTRACTOR VERITY DEPTH WITH LEAD LINE OR OTHER APPROVED METHOD.
3. CONTRACTOR VERIFY DENSE LAYER WITH DRIVEN PROBE.
4. INSTALL VERTICAL FINS EA. PILE
1.5
(2) 24"Ø FRONT PILES
24"Ø REAR PILE
24"Ø FRONT PILES
EL. 16.0 TOP OF DOLPHIN
EL. -30 MUDLINE (VARIES)
SEE NOTE 2
G R
E A
T E
R
T
H A
N
F
E E
T
S
T
E
AT OR BELOW EL. -76FT
DENSE TO VERY DENSE
SAND
Ɣ = 132 PCF
Ø = 32 DEG
LOOSE TO MED DENSE
SANDY SILT OR SILTY SAND
Ɣ = 118 PCF
Ø = 22 DEG
46'
46'
CONICAL PILE TIP
INSIDE OR OUTSIDE
WALL (TYP)
A
S-501
B
S-501
A
S-501
B
S-501
SIMILAR TO
SIDE VIEW
D
S-504
D
S-504
C
S-504
C
S-504
NOTES:
24"Ø
REAR PILE
(BEYOND)
PLUMB FACE
LANDSIDE
L A
N D
S I D
E
BOLLARD
24"Ø REAR PILE
24"Ø FRONT PILE24"Ø FRONT PILE
R E
L
E
T
T E
R
FRONT PILE
1:4 BATTER
FRONT PILE
1:4 BATTER
SCALE: 1/2" = 1'-0"
DOLPHIN - PLAN VIEW
TOP OF DOLPHIN
B
S-102
B
S-102
A
S
A
S
DOLPHIN - SIDE VIEW
SCALE: 3/16" = 1'-0"
S-102
A DOLPHIN - FRONT VIEW
SCALE: 3/16" = 1'-0"
S-102
E
C D
J N
S F i l e
L a s t
S a v e d
B y
S-501
C O
Y
D O
P
A
L L O
W O
N
D O
L P
H
N
D E
R
D
E T
A I L S
M I C
H A
E L
P
S
C H
O C
H
P
E
G E
C D
J N
S W
N
B
M A
T T
H E
W
D
H
A N
S O
N
P
E
A N
S I
D
S d w g
PORTLAND DISTRICT
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P O
R T
L A
S
T R
I C
T
P O
R T
L A
N D
O
R E
G O
N
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
D A
T E
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
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C A
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C O
N T
R A
SHEET
IDENTIFICATION
D A
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A P
P R
D R
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N
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B E
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US Army Corps of Engineers
P L O
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54321
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B
A
1'-0"
1'-0" 1'-1"
F E
N D
N
E
REAR PILE
1.5:4 BATTER
EL. 16
EL. 18
FRONT PILE
1:4 BATTER
BOLLARD (TYP)
BOLLARD (TYP)
" PLATE
TOP
1" PLATE
TYP U.N.O.
4'-0"
1" PLATE
2'-0"
6"
6"
CHAMFER EDGES
SMOOTH
" PLATE CAP
PIPE 12 STD
PIPE 4 STD
PLATES: A36
PILES: 24"x
" A252 GR. 3
3 TYP.
PIPE: A53 GR. B
PLATE: A36
7'-6"
17'-0"
4"
7'-6"
1'-2"
EL. 16
EL. 0
REAR BATTER PILE
4"x
" PLATE
EA. SIDE
4"x
" SUPPORT
L= 11
" V.I.F.
"Øx16"
LONG RUNGS @
14" O.C. (14 TOTAL)
SCALE: 1/2" = 1'-0"
LADDER - DOLPHINS 1 & 2 ONLY
RUNG
SCALE: 3" = 1'-0"
WELD RUNG TO PLATE
SCALE: 3" = 1'-0"
WELD SUPPORT TO PLATE
4"
4"
PLATE
SCALE: 3" = 1'-0"
WELD SUPPORT TO PILE
PILE
SUPPORT
Ø2'-0"
7"
1'-4"
SCALE: 1-1/2" = 1'-0"
WELD SUPPORT TO PILE
3"1"
SUPPORT
PLATE
TYP.
CJP TYP.
12'-0"
6 EQ SPACED =
2'-0" EA.
1" PLATE
DRILL 1
"Ø HOLES
FOR 1
"Ø BOLTS
EACH PILE
PLATE TO PILE
B
B
A
A
SCALE: 1-1/2" = 1'-0"
SECTION A-A
SCALE: 1-1/2" = 1'-0"
SECTION B-B
PILE
" PLATE
1" PLATE
PILE
" PLATE
1" PLATE
1" PLATE
1" CLR
6"
TYP.
TYP.
6"
1'-0"
1'-0"
7"
BOTH SIDES
OF PLATE
PLATES: A36
PILES: 24"x
" A252 GR. 3
SCALE: 1/2" = 1'-0"
FENDER - DOLPHINS 2 & 4 ONLY
DOLPHIN 1 - ELEVATION
SCALE: 1" = 1'-0"
B-101
A
DOLPHINS 2 & 4 - ELEVATION
SCALE: 1" = 1'-0"
B-101
B
BOLLARD DETAIL
SCALE: 1-1/2" = 1'-0"
S-501
NOTE: FENDER NOT
SHOWN FOR CLARITY
FENDER
SANP 300 OR EQUIV.
L: 12'
S-501
F E
N D
N
E
1'-1"
" PLATE
TOP OF
DOLPHIN
℄ RUNG
NOTE: COAT DOLPHIN FROM MLLW
TO TOP. REFER TO SPEC 09 97 13.26
NOTE: COAT DOLPHIN FROM MLLW
TO TOP. REFER TO SPEC 09 97 13.26
S-501
N O
H A
N G
O
M
T
O
E
C D
J N
S F i l e
L a s t
S a v e d
B y
S-502
C O
Y
D O
P
A
L L O
W O
N
C A
T W
A
T
A I L S
M I C
H A
E L
P
S
C H
O C
H
P
E
G E
C D
J N
S W
N
B
M A
T T
H E
W
D
H
A N
S O
N
P
E
A N
S I
D
S d w g
PORTLAND DISTRICT
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P O
R T
L A
S
T R
I C
T
P O
R T
L A
N D
O
R E
G O
N
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
D A
T E
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
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C A
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C O
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R A
SHEET
IDENTIFICATION
D A
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A P
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D R
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B E
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US Army Corps of Engineers
P L O
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54321
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B
A
2x6 HANDRAIL
2x4 TOPRAIL
2x4 MID RAIL
4x12 BEAM
2x6 DECKING
2x4 LEDGER
4'-1
6"
6x6 POST
2"
7"
3'-11" EDGE OF BEAM TO
EDGE OF OUTSIDE BEAM
6x6 POST TYP
4x12 EA. SIDE
2x6 HANDRAIL
2x4 TOP RAIL
A
S
A
S
~13°
SCALE: 1" = 1'-0"
CATWALK
CATWALK - SECTION
SCALE: 1-1/2" = 1'-0"
S-502
A WHEEL SIDE PLATE - ELEVATION
SCALE: 3" = 1'-0"
S-502
6x6 POST
4x12 BEAM
PLATE 6x6x w/ (2)
"Ø HOLES (2)
"Ø
LAG SCREWS, L=3.5" (MIN.)
7"
3"
2"
6"Ø WHEEL
"Ø ROD
B
S-502
B
S-502
WHEEL SIDE PLATE - SECTION
SCALE: 3" = 1'-0"
S-502
B
6"x2" WHEEL (MCMASTER CARR
ITEM NO. 2309T53 OR EQUIV.)
"Ø ROD
2"
4x12 END
TAPERED
"Ø LAG
SCREWS
L= 3.5"
BOTH SIDES
FACE OF DOCK
GANGWAY
WHEEL = 6"
EL. 13.5'
EX C3x4.1
CHANNEL
(TO REMAIN)
3'-0"
1'-6"
DOLPHIN #4
B E
R T
H I N
G
L
I N
E
EL. 16'
1" CL
MIN.
1'-6"
14'-0"
12'-0" APPROX. V.I.F.
S-502
S-503
CATWALK CONNECTIONS:
-2x6 HANDRAIL TO 6x6 POST, (2) #8 SCREWS, L= 3
" / POST
-2x4 TOPRAIL TO 2x6 HANDRAIL #8 SCREW @ 12" O.C.
-2x4 TOPRAIL TO 6x6 POST, (2) #8 SCREWS, L= 3
" / POST
-2x4 MID RAIL TO 6x6 POST, (2) #8 SCREWS, L= 3
" / POST
-4x12 BEAM TO 6x6 POST, (2)
" Ø LAG SCREWS, L= 8"
-2x4 LEDGER TO 4x12 BEAM #8 SCREW @ 6" O.C.
-2x6 DECKING TO LEDGER, (2) #6 SCREW EACH END, EACH
PLANK PRE-DRILL HOLES
1. ALL WOOD HEM-FIR #2 P.T.
2. ALL HARDWARE GALVANIZED
NOTES:
2x4 MID RAIL
TRIM AS NECESSARY
TO ACCOMODATE
FILLET WELD
E
C D
J N
S F i l e
L a s t
S a v e d
B y
S-503
C O
Y
D O
P
A
L L O
W O
N
D O
L P
H
N
N E
C T
I O
N
D R
A I L
R E
P L A
C E
M E
T
A I L S
M I C
H A
E L
P
S
C H
O C
H
P
E
G E
C D
J N
S W
N
B
M A
T T
H E
W
D
H
A N
S O
N
P
E
A N
S I
D
S d w g
PORTLAND DISTRICT
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P O
R T
L A
S
T R
I C
T
P O
R T
L A
N D
O
R E
G O
N
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
D A
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S I Z
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S U
B M
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D
B
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P L O
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C A
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C O
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SHEET
IDENTIFICATION
D A
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A P
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D R
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I N
G
N
U M
B E
R
US Army Corps of Engineers
P L O
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D
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54321
D
C
B
A
9" 9" h=6", V.I.F.
2"
4x10 CONNECTOR
TOP OF
2x6 DECKING
2x4 LEDGER
6x6 POST
2x6 DECKING
2x4 LEDGER
NOTE:
1. USE (2)
" Ø LAG SCREWS L = 10
" TO 12", PRE-DRILL HOLES,
2" EDGE DISTANCE
1" CLR.
LAG SCREW PER NOTE
6" 6"
1'-3" 1'-3"
3'-4" V.I.F.
E D
B
E A
M
E D
B
E A
M
TOP PLATE
BOTTOM PLATE
PIPE 6 STD
APPROX. EDGE
OF DOLPHIN
SLOT 1
SLOT 2
EDGE OF
SLOT, TYP
EQ.
EQ.
"Ø HOLE
"Ø HOLE
"Ø HOLE
4x10 FLAT
CONNECTOR
SLOT 1
SLOT 1= 2" WIDE x 1
" DEEP,
"Ø HOLE,
"Ø BOLT
SLOT 2= 2
" WIDE x 1
" DEEP,
"Ø HOLE,
"Ø BOLT
3" 1'-3" 3"
3'-0"
9"
"Ø HOLE
FOR
"Ø BOLT
"Ø HOLE
FOR
"Ø BOLT
"Ø HOLE
FOR
"Ø BOLT
1'-3"
6" 6" 6" 6"
2'-0"
9"
PIPE 6 STD
PIPE 6 STD
"Ø HOLE
FOR
"Ø BOLT
1'-6"
6"
24"x9"x
BOTTOM PLATE
2 TYP
PIPE 6 STD
2 TYP
D O
L P
H I N
9"
EDGE OF
DOLPHIN
SCALE: 1-1/2" = 1'-0"
CONNECTOR - ASSEMBLY
SCALE: 1-1/2" = 1'-0"
CONNECTOR - PLAN VIEW
SCALE: 1-1/2" = 1'-0"
TOP PLATE
SCALE: 1-1/2" = 1'-0"
BOTTOM PLATE
SCALE: 1-1/2" = 1'-0"
DOLPHIN CONNECTIONDOLPHIN CONNECTION - DETAIL
SCALE: 3" = 1'-0"
S-502
1. TACK WELD BOLTS
2. PLACE ECO-FRIENDLY OIL-BASED LUBRICANT BETWEEN PLATES.
3. BOLTS A307:
"Ø L: 3
"Ø L: 4"
NOTES:
REAR PILE
E
C D
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S F i l e
L a s t
S a v e d
B y
S-504
C O
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D O
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L L O
W O
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A I L S
M I C
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C D
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S W
N
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M A
T T
H E
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D
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A N
S O
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P
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S I
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S d w g
PORTLAND DISTRICT
U S
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R M
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O R
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P O
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L A
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T R
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P O
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L A
N D
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G O
N
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
D E
S I G
N E
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B
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D E
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R I P
T I O
N M
A R
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D A
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S I Z
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SHEET
IDENTIFICATION
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US Army Corps of Engineers
P L O
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54321
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B
A
120°120°
120°
1'-0"
45°
TYP
VERTICAL FIN - SECTION
SCALE: 1-1/2" = 1'-0"
B-101
C VERTICAL FIN - ELEVATION
SCALE: 3/4" = 1'-0"
B-101
D
" A36 PLATE
8'-0"
PLUMB PILE
PLUMB PILE
E
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S F i l e
L a s t
S a v e d
B y
SD101
C O
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D O
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A
L L O
W O
N
E X
I S
T I N
G
P
I
P
I
L P
H I N
P L A
E
V A
T I O
N
M I C
H A
E L
P
S
C H
O C
H
P
E
G E
C D
J N
S W
N
B
M A
T T
H E
W
D
H
A N
S O
N
P
E
A N
S I
D
S D d w g
PORTLAND DISTRICT
U S
A
R M
Y
C
O R
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N G
I N
E E
R S
P O
R T
L A
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T R
I C
T
P O
R T
L A
N D
O
R E
G O
N
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
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D A
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S I Z
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B M
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SHEET
IDENTIFICATION
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US Army Corps of Engineers
P L O
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54321
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B
A
EL. 16.0
EL. 10.5 E.H.W.
EL. 0.0 M.L.L.W.
EL. 16.0
EL. 10.5 E.H.W.
EL. 0.0 M.L.L.W.
SCALE: 38"= 1'-0"
12" 0 2' 4' 6'
9-PILE DOLPHIN PLAN
SCALE: 3/8" = 1'-0"
B
19-PILE DOLPHIN PLAN
SCALE: 3/8" = 1'-0"
D
1) LENGTH OF PILES APROX. 80'
2) PILES ASSUMED TO BE CREOSOLE SOAKED AND SHALL BE REMOVED AND
DISPOSED OF ACCORDING TO RULES AND REGULATIONS SET FORTH BY THE
STATE OF OREGON.
EL. 16.0
EL. 10.5 E.H.W.
EL. 0.0 M.L.L.W.
EL. 16.0
EL. 10.5 E.H.W.
EL. 0.0 M.L.L.W.
1" WIRE ROPE FASTENED
WITH
"x5" R.R. SPIKES
1" WIRE ROPE FASTENED
WITH
"x5" R.R. SPIKES
NOTES:
9-PILE DOLPHIN ELEVATION
SCALE: 3/8" = 1'-0"
A
19-PILE DOLPHIN ELEVATION
SCALE: 3/8" = 1'-0"
E
C D
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L a s t
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B y
SD102
C O
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D O
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A
L L O
W O
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B E
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V A
T I O
N S
M I C
H A
E L
P
S
C H
O C
H
P
E
G E
C D
J N
S W
N
B
M A
T T
H E
W
D
H
A N
S O
N
P
E
A N
S I
D
S D d w g
PORTLAND DISTRICT
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P O
R T
L A
S
T R
I C
T
P O
R T
L A
N D
O
R E
G O
N
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
D E
S I G
N E
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B
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D E
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R I P
T I O
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P L O
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IDENTIFICATION
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US Army Corps of Engineers
P L O
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54321
D
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B
A
NOTE: BENTS 6, 7, AND 8, SIM
USE 1-
"Ø GALVANIZED BOLTS, EA. END
REMOVE ALL 3x10 LONGITUDINAL BRACING
AT ROW A BETWEEN BENTS 16 AND 17
AND REPLACE w/ 3x10 DF-L
COAT w/ INTERNAL WOOD
STABILIZER IN ACCORDANCE w/
MANUFACTURER'S INSTRUCTIONS
E
V
R
I
F
Y
REMOVE ALL 3x10 TRANSVERSE BRACING
AT ROWS B AND C AT BENTS 5, 6, 7, AND 8
AND REPLACE w/ 3x10 DF-L
COAT w/ INTERNAL WOOD
STABILIZER IN ACCORDANCE w/
MANUFACTURER'S INSTRUCTIONS
USE 1-
"Ø GALVANIZED BOLTS, EA. END
E
V
R
I
F
Y
16 17
SCALE: 1/2" = 1'-0"
BENT 16 -17, ROW A, ELEVATION
SCALE: 1/2" = 1'-0"
BENT 5, SECTION
C B
N O
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| G-001CSD-COVER SHEET - F-Size |
| COVER SHEET |
| S-101 |
| S-102 |
| S-501 |
| S-502 |
| S-503 |
| S-504 |
| SD101 |
| SD102 |
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