90% submittal - not for construction
TRANSCRIPT
EXISTING FUEL DOCK
PIER 2
PIER 1
EXISTING TRESTLE
S-101 1
S-102 1
S-104 1
S-105 1
S-105 2
S-103 1
DRAWN BY:
DESIGN BY:
CHECK BY:
PROJ MGR:
DRAWING NO.
PROJECT NO.
g h t ©
B e rg
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C e n tr
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SCALE:
S B
S B
S B
S B
TRAFFIC BOLLARD, TYP (3 @ EA LOCATION)
40'-0" 40'-0" 40'-0" 40'-0"
LIGHT POLE, TYP
GUIDE PILE, TYP
TYP
25T CLEAT
MOORING BOLLARDS
1. SEE CIVIL DRAWINGS FOR T/PAVEMENT ELEVATION AND SLOPE OF PAVEMENT.
2. FOR WORK POINT COORDINATES, SEE C-100
KEY PLAN
PI ER
g h t ©
B e rg
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C e n tr
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0
SCALE:
S-100
TA
TB
T7
T8T9T10T11T12
AA
AB
A2
A1
AC
10'-0"
/ M
2 S-205
C LADDERL
40'-0" 40'-0" 40'-0" 40'-0"
FIRE PROTECTION DRY STANDPIPE, TYP. SEE FIRE PROTECTION DWGS TRAFFIC BOLLARD, TYP
GANGWAY, TYP
FENDER PILE, TYP
LIFE RING CABINET
PIER TRANSITION PL, TYP
25T CLEAT
MOORING BOLLARDS
1. SEE CIVIL DRAWINGS FOR T/PAVEMENT ELEVATION AND SLOPE OF PAVEMENT.
2. FOR WORK POINT COORDINATES, SEE C-100
KEY PLAN
PI ER
g h t ©
B e rg
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ill in
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c ts
C e n tr
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0
SCALE:
S-100
TA
TB
T13
B1
T14T15
BA
BB
B2
BC
/ M
2 S-205
FENDER PILE, TYP
LIFE RING CABINET
BOLLARD, TYP
4' -0
BOLLARD, TYP
25T CLEAT
MOORING BOLLARDS
1. SEE CIVIL DRAWINGS FOR T/PAVEMENT ELEVATION AND SLOPE OF PAVEMENT.
2. FOR WORK POINT COORDINATES, SEE C-100
KEY PLAN
PI ER
g h t ©
B e rg
e d .
ill in
g \D
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c ts
C e n tr
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0
SCALE:
S-100
AA
AB
A3 A4 A5 A6 A7 A8 A9 A10 10'-0" 10'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0"
/ M
FIRE PROTECTION DRY STANDPIPE, TYP. SEE FIRE PROTECTION DWGS
BOLLARD, TYP
LIFE RING CABINET, TYP
25T CLEAT, TYP
50T BOLLARD, TYP
S-412 5 D
3 S-604
25T CLEAT
MOORING BOLLARDS
1. SEE CIVIL DRAWINGS FOR T/PAVEMENT ELEVATION AND SLOPE OF PAVEMENT.
2. FOR WORK POINT COORDINATES, SEE C-100
KEY PLAN
PI ER
g h t ©
B e rg
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ill in
g \D
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c ts
C e n tr
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0
SCALE:
S-100
BA
BB
/ M
FENDER PILE, TYP
TYP 22'-6"
BOLLARD, TYP
A S-603
BA
BB
/ M
FENDER PILE, TYP
FIRE PROTECTION DRY STANDPIPE, TYP
BOLLARD, TYP
C LADDERL
4' -6
S-601 1TYP
25T CLEAT
MOORING BOLLARDS
1. SEE CIVIL DRAWINGS FOR T/PAVEMENT ELEVATION AND SLOPE OF PAVEMENT.
2. FOR WORK POINT COORDINATES, SEE C-100
KEY PLAN
PI ER
g h t ©
B e rg
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ill in
g \D
ro je
c ts
C e n tr
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SCALE: 1/8" = 1'-0"C-501
SCALE:
S-100
S-100
BOLLARD, TYP
EXISTING TRESTLE
DRAWN BY:
DESIGN BY:
CHECK BY:
PROJ MGR:
DRAWING NO.
PROJECT NO.
g h t ©
B e rg
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ill in
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c ts
C e n tr
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0
SCALE:
MLLW EL 0.00
T/DECK EL 16.50
BOLLARD, TYP
APPROX MUDLINE
DRAWN BY:
DESIGN BY:
CHECK BY:
PROJ MGR:
DRAWING NO.
PROJECT NO.
g h t ©
B e rg
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C e n tr
A16.0096
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0
SCALE:
MLLW EL 0.00
T/DECK EL 16.50
A2 A3 A4 A6 A7 A8 A9 A10 30'-0" 30'-0" 30'-0" 30'-0"30'-0" 30'-0" 60'-0"
A4
CONC BULLRAIL
FENDER PILE
60'-0"
A6
g h t ©
B e rg
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C e n tr
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MLLW EL 0.00
T/DECK EL 16.50
LADDER, TYP
B3
120'-0"
B7
BOLLARD, TYP
CLEAT, TYP
TYP 22'-6"
TYP 7'-6"
DRAWN BY:
DESIGN BY:
CHECK BY:
PROJ MGR:
DRAWING NO.
PROJECT NO.
g h t ©
B e rg
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MLLW EL 0.00
PRECAST PILE CAP
GUARDRAIL, TYP
g h t ©
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C e n tr
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SCALE: 1/4" = 1'-0"S-101
0
SCALE:
AA AB AC
T/STRUCT EL 16.00
50T BOLLARD, TYP
PANEL, TYP
ARCH FENDER
STEEL WALE
COLD WATER, SEE PLUMBING DWGS
ELECTRICAL CONDUIT, SEE ELECTRICAL DWGS
FA CE
O F
BU LL
RA IL
GUARDRAIL, TYP
GANGWAY, BEYOND
T/STRUCT EL 16.00
CL PIERGRID GRID
DRAWN BY:
DESIGN BY:
CHECK BY:
PROJ MGR:
DRAWING NO.
PROJECT NO.
g h t ©
B e rg
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c ts
C e n tr
A16.0096
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SCALE: 1/4" = 1'-0"S-102
SCALE: 1/4" = 1'-0"S-104
SCALE: 1/4" = 1'-0"S-104
SCALE:
DRAWN BY:
DESIGN BY:
CHECK BY:
PROJ MGR:
DRAWING NO.
PROJECT NO.
g h t ©
B e rg
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c ts
C e n tr
A16.0096
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SCALE:
T1
TA
TB
T2T3T4T5T6
TC
/ M
T7
S-401 3
S-502 1
S-502 2
24'-0" 7" 23'-5" 16'-7" 7'-5" 24'-0" 7'-0" 1'-7" 22'-5" 17'-7" 6'-5" 24'-0" 9'-7"
PC 1
PC 2
PC 2
PC 2
PC 3
COMP = ??? KIPS, TENSION = ???KIPS
18"Ø STEEL FENDER PILE
18"Ø STEEL GUIDE PILE
CX CHANNEL BEAM MARK, SEE
HX HAUNCHED DECK PANEL MARK, SEE
PCX PILE CAP MARK, SEE OR
P ## STRUCTURAL PILING OFF GRID, SEE SCHEDULE
1 S-508
1 S-510
1 S-501
1 S-502
2. SEE C-100 FOR WORK POINT COORDINATES
3. SEE S-307 FOR PILE AND PILE REINFORCING DETAILS
KEY PLAN
PI ER
g h t ©
B e rg
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ill in
g \D
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c ts
C e n tr
A16.0096
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0
SCALE:
S-300
TA
TB
T7T8T9T10T11T12
TC
AA
/ M
40'-0" 40'-0" 40'-0" 40'-0" 40'-0"
C7
C7
C7
C7C7
C7
C7
C7
C7
C7
C7
C7
C7
C7
C7
C7C7
C7
C7
C7
40'-0" 40'-0" 40'-0" 40'-0"
16'-3" 23'-9" 3" 24'-0" 7'-0" 8'-9" 15'-3" 24'-0" 9" 23'-3" 16'-9"
PC 3
PC 4
PC 2
PC 2
PC 2
PC 2
PC 2
1'-6 1/2" 4'-3"
COMP = ??? KIPS, TENSION = ???KIPS
18"Ø STEEL FENDER PILE
18"Ø STEEL GUIDE PILE
CX CHANNEL BEAM MARK, SEE
HX HAUNCHED DECK PANEL MARK, SEE
PCX PILE CAP MARK, SEE OR
P ## STRUCTURAL PILING OFF GRID, SEE SCHEDULE
1 S-508
1 S-510
1 S-501
1 S-502
2. SEE C-100 FOR WORK POINT COORDINATES
3. SEE S-307 FOR PILE AND PILE REINFORCING DETAILS
KEY PLAN
PI ER
g h t ©
B e rg
e d .
ill in
g \D
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c ts
C e n tr
A16.0096
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0
SCALE:
S-300
TA
TB
T13
B1
T14T15
BA
C7
C7
C7
C7
C7
C7
C7
C7C7
C7
C7
C7
H1
-10
COMP = ??? KIPS, TENSION = ???KIPS
18"Ø STEEL FENDER PILE
18"Ø STEEL GUIDE PILE
CX CHANNEL BEAM MARK, SEE
HX HAUNCHED DECK PANEL MARK, SEE
PCX PILE CAP MARK, SEE OR
P ## STRUCTURAL PILING OFF GRID, SEE SCHEDULE
1 S-508
1 S-510
1 S-501
1 S-502
2. SEE C-100 FOR WORK POINT COORDINATES
3. SEE S-307 FOR PILE AND PILE REINFORCING DETAILS
KEY PLAN
PI ER
g h t ©
B e rg
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g \D
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c ts
C e n tr
A16.0096
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0
SCALE:
AA
AB
A3 A4 A5 A6 A7 A8 A9 A10 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 5'-3"
/ M
FP22 FP21FP20FP19FP18FP17FP16FP15FP14FP13FP12FP11FP10FP9FP8FP7
FP42 FP41 FP40 FP39 FP38 FP37 FP36 FP35 FP34 FP33 FP32 FP31 FP30 FP29 FP28 FP27
10'-0" 10'-0"
PC 7
PC 8
PC 8
PC 8
PC 8
PC 8
PC 8
PC 8
PC 9
8' -3
COMP = ??? KIPS, TENSION = ???KIPS
18"Ø STEEL FENDER PILE
18"Ø STEEL GUIDE PILE
CX CHANNEL BEAM MARK, SEE
HX HAUNCHED DECK PANEL MARK, SEE
PCX PILE CAP MARK, SEE OR
P ## STRUCTURAL PILING OFF GRID, SEE SCHEDULE
1 S-508
1 S-510
1 S-501
1 S-502
2. SEE C-100 FOR WORK POINT COORDINATES
3. SEE S-307 FOR PILE AND PILE REINFORCING DETAILS
KEY PLAN
PI ER
g h t ©
B e rg
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g \D
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c ts
C e n tr
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SCALE:
BA
BB
/ M
FP63 FP64 FP65 FP66 FP67 FP68 FP69 FP70 FP71 FP72
FP60FP59FP58FP57FP56FP55FP54FP53FP52FP51FP50
"
OPEN TRENCHOPEN TRENCH OPEN TRENCH OPEN TRENCH OPEN TRENCH OPEN TRENCH
TY P
4' -6
/ M
B7
FP85
FP84
FP83
FP82
FP81
FP80FP79FP78FP77FP76FP75FP74FP73
TY P
4' -6
COMP = ??? KIPS, TENSION = ???KIPS
18"Ø STEEL FENDER PILE
18"Ø STEEL GUIDE PILE
CX CHANNEL BEAM MARK, SEE
HX HAUNCHED DECK PANEL MARK, SEE
PCX PILE CAP MARK, SEE OR
P ## STRUCTURAL PILING OFF GRID, SEE SCHEDULE
1 S-508
1 S-510
1 S-501
1 S-502
2. SEE C-100 FOR WORK POINT COORDINATES
3. SEE S-307 FOR PILE AND PILE REINFORCING DETAILS
KEY PLAN
PI ER
g h t ©
B e rg
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g \D
ro je
c ts
C e n tr
A16.0096
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SCALE: 1/8" = 1'-0"S-200
SCALE:
MARK REVISION DESCRIPTION BY APP. DATE
1. SEE S-307 FOR PILE DETAILS
2. ALL STRUCTURAL PILES ARE TO INCLUDE A 5' OVERDRIVE ALLOWANCE AND 2' DAMAGED PILE TOLERANCE IN THE PILE ORDER LENGTHS
3. ALL FENDER AND GUIDE PILES ARE TO INCLUDE A 2' DAMAGED PILE TOLERANCE IN THE PILE ORDER LENGTHS
DRAWN BY:
DESIGN BY:
CHECK BY:
PROJ MGR:
DRAWING NO.
PROJECT NO.
g h t ©
B e rg
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c ts
C e n tr
A16.0096
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[FT]
ESTIMATED
TIP EL [FT]
GP2 18"x1/2" 19.5' -45 GP3 18"x1/2" 19.5' -45 GP4 18"x1/2" 19.5' -45 GP5 18"x1/2" 19.5' -45 GP6 18"x1/2" 19.5' -45 GP7 18"x1/2" 19.5' -45 GP8 18"x1/2" 19.5' -45 GP9 18"x1/2" 19.5' -45
GP10 18"x1/2" 19.5' -45 GP11 18"x1/2" 19.5' -45 GP12 18"x1/2" 19.5' -45 GP13 18"x1/2" 19.5' -45 GP14 18"x1/2" 19.5' -45 GP15 18"x1/2" 19.5' -45 GP16 18"x1/2" 19.5' -45 GP17 18"x1/2" 19.5' -45 GP18 18"x1/2" 19.5' -45
FENDER & GUIDE PILING SCHEDULE
[FT]
ESTIMATED
TIP EL [FT]
FP59 18"x1/2" 15.5' -35 FP60 18"x1/2" 15.5' -35 FP61 18"x1/2" 15.5' -35 FP62 18"x1/2" 15.5' -35 FP63 18"x1/2" 15.5' -35 FP64 18"x1/2" 15.5' -35 FP65 18"x1/2" 15.5' -35 FP66 18"x1/2" 15.5' -35 FP67 18"x1/2" 15.5' -35 FP68 18"x1/2" 15.5' -35 FP69 18"x1/2" 15.5' -35 FP70 18"x1/2" 15.5' -35 FP71 18"x1/2" 15.5' -35 FP72 18"x1/2" 15.5' -35 FP73 18"x1/2" 15.5' -35 FP74 18"x1/2" 15.5' -35 FP75 18"x1/2" 15.5' -35 FP76 18"x1/2" 15.5' -35 FP77 18"x1/2" 15.5' -35 FP78 18"x1/2" 15.5' -35 FP79 18"x1/2" 15.5' -35 FP80 18"x1/2" 15.5' -35 FP81 18"x1/2" 15.5' -35 FP82 18"x1/2" 15.5' -35 FP83 18"x1/2" 15.5' -35 FP84 18"x1/2" 15.5' -35 FP85 18"x1/2" 15.5' -35 FP86 18"x1/2" 15.5' -35 FP87 18"x1/2" 15.5' -35 FP88 18"x1/2" 15.5' -35 FP89 18"x1/2" 15.5' -35 FP90 18"x1/2" 15.5' -35 FP91 18"x1/2" 15.5' -35 FP92 18"x1/2" 15.5' -35 FP93 18"x1/2" 15.5' -35 FP94 18"x1/2" 16' -35 FP95 18"x1/2" 16' -35 FP96 18"x1/2" 16' -35 FP97 18"x1/2" 15.5' -35 FP98 18"x1/2" 15.5' -35 GP1 18"x1/2" 19.5' -45
FENDER & GUIDE PILING SCHEDULE
[FT]
ESTIMATED
TIP EL [FT]
FP1 18"x1/2" 16' -35 FP2 18"x1/2" 16' -35 FP3 18"x1/2" 16' -35 FP4 18"x1/2" 16' -35 FP5 18"x1/2" 16' -35 FP6 18"x1/2" 15.5' -35 FP7 18"x1/2" 15.5' -35 FP8 18"x1/2" 15.5' -35 FP9 18"x1/2" 15.5' -35
FP10 18"x1/2" 15.5' -35 FP11 18"x1/2" 15.5' -35 FP12 18"x1/2" 15.5' -35 FP13 18"x1/2" 15.5' -35 FP14 18"x1/2" 15.5' -35 FP15 18"x1/2" 15.5' -35 FP16 18"x1/2" 15.5' -35 FP17 18"x1/2" 15.5' -35 FP18 18"x1/2" 15.5' -35 FP19 18"x1/2" 15.5' -35 FP20 18"x1/2" 15.5' -35 FP21 18"x1/2" 15.5' -35 FP22 18"x1/2" 15.5' -35 FP23 18"x1/2" 15.5' -35 FP24 18"x1/2" 15.5' -35 FP25 18"x1/2" 15.5' -35 FP26 18"x1/2" 15.5' -35 FP27 18"x1/2" 15.5' -35 FP28 18"x1/2" 15.5' -35 FP29 18"x1/2" 15.5' -35 FP30 18"x1/2" 15.5' -35 FP31 18"x1/2" 15.5' -35 FP32 18"x1/2" 15.5' -35 FP33 18"x1/2" 15.5' -35 FP34 18"x1/2" 15.5' -35 FP35 18"x1/2" 15.5' -35 FP36 18"x1/2" 15.5' -35 FP37 18"x1/2" 15.5' -35 FP38 18"x1/2" 15.5' -35 FP39 18"x1/2" 15.5' -35 FP40 18"x1/2" 15.5' -35 FP41 18"x1/2" 15.5' -35 FP42 18"x1/2" 15.5' -35 FP43 18"x1/2" 16' -35 FP44 18"x1/2" 16' -35 FP45 18"x1/2" 16' -35 FP46 18"x1/2" 16' -35 FP47 18"x1/2" 16' -35 FP48 18"x1/2" 16' -35 FP49 18"x1/2" 15.5' -35 FP50 18"x1/2" 15.5' -35 FP51 18"x1/2" 15.5' -35 FP52 18"x1/2" 15.5' -35 FP53 18"x1/2" 15.5' -35 FP54 18"x1/2" 15.5' -35 FP55 18"x1/2" 15.5' -35 FP56 18"x1/2" 15.5' -35 FP57 18"x1/2" 15.5' -35 FP58 18"x1/2" 15.5' -35
STRUCTURAL PILING SCHEDULE ON GRID
GRID
TIP EL [FT]
B5-BB 24"x1/2" 11.3' -130 B6-BA 24"x1/2" 11.3' -130 B6-BB 24"x1/2" 11.3' -130 B7-BA 24"x1/2" 11.3' -130 B7-BB 24"x1/2" 11.3' -130 B8-BA 24"x1/2" 11.3' -130 B8-BB 24"x1/2" 11.3' -130 B9-BA 24"x1/2" 11.3' -130 B9-BB 24"x1/2" 11.3' -130
B10-BA 24"x1/2" 11.3' -130 B10-BB 24"x1/2" 11.3' -130 B11-BA 24"x1/2" 11.5' -130 B11-BB 24"x1/2" 11.5' -130 B12-BA 24"x1/2" 11.3' -130 B12-BB 24"x1/2" 11.3' -130 A10-AA 24"x1/2" 11.3' -130 A10-AB 24"x1/2" 11.3' -130
STRUCTURAL PILING SCHEDULE ON GRID
GRID
TIP EL [FT]
T3-TB 24"x1/2" 10.3' -120 T3-TA 24"x1/2" 10.3' -120 T4-TB 24"x1/2" 10.3' -120 T4-TA 24"x1/2" 10.3' -120 T5-TB 24"x1/2" 10.3' -120 T5-TA 24"x1/2" 10.3' -120 T6-TB 24"x1/2" 10.3' -120 T6-TA 24"x1/2" 10.3' -120 T7-TB 24"x1/2" 10.3' -120 T7-TA 24"x1/2" 10.3' -120 T8-TB 24"x1/2" 10.3' -120 T8-TA 24"x1/2" 10.3' -120 T9-TB 24"x1/2" 10.3' -120 T9-TA 24"x1/2" 10.3' -120
T10-TB 24"x1/2" 10.3' -120 T10-TA 24"x1/2" 10.3' -120 T11-TB 24"x1/2" 10.3' -120 T11-TA 24"x1/2" 10.3' -120 T12-TB 24"x1/2" 10.3' -120 T12-TA 24"x1/2" 10.3' -120 T13-TB 24"x1/2" 10.3' -120 T13-TA 24"x1/2" 10.3' -120 T14-TB 24"x1/2" 10.3' -120 T14-TA 24"x1/2" 10.3' -120 T15-TB 24"x1/2" 10.3' -120 T15-TA 24"x1/2" 10.3' -120 T6-TC 24"x1/2" 10.3' -120 T7-TC 24"x1/2" 10.3' -120 A2-AA 24"x1/2" 11.3' -130 A2-AB 24"x1/2" 11.3' -130 A2-AC 24"x1/2" 11.3' -130 A1-AC 24"x1/2" 11.3' -130 A1-AB 24"x1/2" 11.3' -130 A1-AA 24"x1/2" 11.3' -130 A3-AA 24"x1/2" 11.3' -130 A3-AB 24"x1/2" 11.3' -130 A4-AA 24"x1/2" 11.3' -130 A4-AB 24"x1/2" 11.3' -130 A5-AA 24"x1/2" 11.3' -130 A5-AB 24"x1/2" 11.3' -130 A6-AA 24"x1/2" 11.3' -130 A6-AB 24"x1/2" 11.3' -130 A7-AA 24"x1/2" 11.3' -130 A7-AB 24"x1/2" 11.3' -130 A8-AA 24"x1/2" 11.3' -130 A8-AB 24"x1/2" 11.3' -130 A9-AA 24"x1/2" 11.3' -130 A9-AB 24"x1/2" 11.3' -130 B2-BA 24"x1/2" 11.3' -130 B2-BB 24"x1/2" 11.3' -130 B2-BC 24"x1/2" 11.3' -130 B1-BC 24"x1/2" 11.3' -130 B1-BB 24"x1/2" 11.3' -130 B1-BA 24"x1/2" 11.3' -130 B3-BA 24"x1/2" 11.3' -130 B3-BB 24"x1/2" 11.3' -130 B4-BA 24"x1/2" 11.3' -130 B4-BB 24"x1/2" 11.3' -130 B5-BA 24"x1/2" 11.3' -130
STRUCTURAL PILING SCHEDULE OFF GRID
MARK TYPE CUT OFF EL
[FT]
ESTIMATED
TIP EL [FT]
P1 24"x1/2" 10.3' -120 P2 24"x1/2" 10.3' -120 P3 24"x1/2" 10.3' -120 P4 24"x1/2" 10.3' -120 P5 24"x1/2" 10.3' -120 P6 24"x1/2" 10.3' -120
NOTES
SOFFIT
NOTES: 1. COAT PILES PER HIGH PERFORMANCE COATING SPECIFICATION
2. EACH 1"x2" SHEAR RING MAY BE FABRICATED IN A MAXIMUM OF 3 PIECES (NOMINAL 120° ARC MINIMUM), W/ A MAXIMUM GAP OF 1/2" BETWEEN PIECES.
3. WELDED REINFORCING BARS SHALL CONFORM TO ASTM A 706, GRADE 60. THE CARBON EQUIVALENT SHALL NOT EXCEED 0.55 PERCENT (0.55%)
4. FOR HEADED REINFORCEMENT REFER TO SPECIFICATIONS
SPIRAL, TYP
MUDLINE
10 '-0
" E M
BE D
CO AT
IN G,
S EE
S PE
CI FI
CA TI
O N
S EX
TE N
TS O
F HI
GH P
ER FO
RM AN
SHEAR RING, SEE A
S-307 A
6 - #8 HEADED DOWEL BARS EQ SPA
SPIRAL PER ELEVATION, PROVIDE 2 TURNS AND WELD T & B, SEE NOTE 3 & DETAIL
24"Ø STEEL PIPE PILE
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SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"S-307
0
SCALE:
T1
(E) PAVEMENT PAVEMENT
5" 1'-6" MIN
3/4" CHAMFER EA END, TYP
PL 1" NOTES: 1. SEISMIC JOINT IS NOMINALLY 1'-6", ACTUAL WIDTH MAY VARY
BASED ON TEMERATURE.
2. SET L6x4 EACH SIDE OF JOINT AND GRIND CONCRETE AS REQUIRED TO PROVIDE A TRUE AND PLANAR SURFACE FOR COVER PLATE TO SLIDE ON THE FREE SIDE OF THE JOINT
3. ALL PLATE AND ANGLE ASSEMBLIES SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION.
S-409 A
g h t ©
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PORT OF NEAH BAY
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SCALE: 3/8" = 1'-0"S-101
SCALE: 3/4" = 1'-0"S-400
BAR SIZE SPLICE ANGLE WELD SIZE
THROAT "T" REINF "R" 1/4" MIN 1/8" MAX
WELD LENGTH "L"
NOTES: 1. SPLICE SHALL DEVELOP 125% YIELD STRENGTH OF BAR. 2. USE E60 LOW HYDROGEN ELECTRODES.
#10 #9 #8
1/4" MIN 1/8" MAX 1/4" MIN 1/8" MAX
9" 7 1/4" 6 1/4"
SEE TABLE
6" OC OVER PILE #5 STIRR & TIES @
@ 6" OC #6 STIRR & TIES
6" OC OVER PILE #5 STIRR & TIES @
@ 6" OC #6 STIRR & TIES
#9 REBAR
LIGHT POLE BULLRAIL, TYP
CHANNEL BEAM PROJ REINF
PRECAST CHANNEL BEAM, TYP
GRID
SKEW #7 HEADED BARS TO FIT BETWEEN STAGE 2 STIRRUPS, TYP
PRECAST PILE CAP1'-3"1'-3"CHANNEL BEAM WEB, TYP
T15
WOOD OR PRECAST FORM, EPOXY IN PLACE
PAVING
-#75
g h t ©
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SCALE: 1/2" = 1'-0"S-101
SCALE: 3/4" = 1'-0"S-401
SCALE: 1/2" = 1'-0"S-301
2 PLAN - CHANNEL BEAM TOP REINF SPLICES SCALE: 1/2" = 1'-0"S-301
3 PLAN - CHANNEL BEAM BOT REINF SPLICES
SCALE: 3/4" = 1'-0"S-101
SCALE: 1" = 1'-0"S-401
0
SCALE:
T1
TATB
39'-0"
T1
T/STRUCT EL 16.00
NOTE: ONLY REINF PERPENDICULAR TO SECTION CUT IS SHOWN FOR CLARITYST
AG E
I PR
EC AS
T PI
LE C
AP ST
AG E
II 3'
-1 #7
-1 #7
VARIES 3'-0"
NOTE: ONLY REINF PERPENDICULAR TO SECTION CUT IS SHOWN FOR CLARITY
1'-0"
g h t ©
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C e n tr
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SCALE: 3/8" = 1'-0"S-101
0
SCALE:
SCALE: 3/4" = 1'-0"S-402
SCALE: 3/4" = 1'-0"S-402
T/STRUCT EL 16.00
OMIT STIRRUPS @ SCUPPER, 3" CLR EACH SIDE
-#52
4"
-#52
3" CLR
3" C
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SCALE: 1 1/2" = 1'-0"S-101
B DETAIL - BULLRAIL SCUPPER
S-102, S-103, S-104, S-410
SCALE: 3/4" = 1'-0"S-403
SCALE: 3/4" = 1'-0"
SCALE: 3/4" = 1'-0"S-403
CIP BULLRAIL
1' -0
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SCALE: 1/4" = 1'-0"S-101
AAAB
A1
AC
GANGWAY
45 DEGREE BEVEL, THIS LOCATION ONLY
2'-9 1/4" GAP 1/4"
CHANNEL BEAM REINF
CIP CONC 1'-0"PAVEMENT
3/4"Ø CSK SS CAP SCREWS @ 9" OC. WELD NUT TO BACK OF L6
5"
DRAWN BY:
DESIGN BY:
CHECK BY:
PROJ MGR:
DRAWING NO.
PROJECT NO.
g h t ©
B e rg
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c ts
C e n tr
PORT OF NEAH BAY
A16.0096
9/29/2017
SCALE: 3/8" = 1'-0"S-101
SCALE: 1/2" = 1'-0"S-409
SCALE: 1" = 1'-0"S-400
SCALE: 3" = 1'-0"S-400
SCALE: 3" = 1'-0"S-400
0
SCALE:
8"8"
NOTES: 1. SEISMIC JOINT IS NOMINALLY 2'-0", ACTUAL WIDTH MAY VARY
BASED ON TEMERATURE.
2. SET L6x4 EACH SIDE OF JOINT AND GRIND CONCRETE AS REQUIRED TO PROVIDE A TRUE AND PLANAR SURFACE FOR COVER PLATE TO SLIDE ON THE FREE SIDE OF THE JOINT
3. ALL PLATE AND ANGLE ASSEMBLIES SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION.
T/STRUCT EL 16.00
GANGWAY, SEE 1
#5 @ 5"
LENTON FORM SAVER ANCHOR, EP5X7 HDG. SPA @ 5" T&B, TYP
#5 @ 5"
#5 THREADED INSERT
PL 3/4"
PL 3/4"
3/4"Ø HAS
1/4 1/4
DRAWN BY:
DESIGN BY:
CHECK BY:
PROJ MGR:
DRAWING NO.
PROJECT NO.
g h t ©
B e rg
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C e n tr
PORT OF NEAH BAY
A16.0096
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SCALE: 1" = 1'-0"S-409
SCALE: 3/4" = 1'-0"S-409
SCALE: 3" = 1'-0"S-410
5'-6 1/8" 1'-2 25/32"
5'-0" 4'-0"
2'-6" 6" VARIES
NOTE: ONLY REINF PERPENDICULAR TO SECTION CUT IS SHOWN FOR CLARITY
#6 T/STRUCT EL 16.00
VARIES VARIES VARIES
NOTE: ONLY REINF PERPENDICULAR TO SECTION CUT IS SHOWN FOR CLARITY
PRECAST DECK PANEL
g h t ©
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SCALE: 3/8" = 1'-0"S-302
0
SCALE:
SCALE: 3/4" = 1'-0"S-409
A SECTION - BENT A1 & B1 PILE CAP SCALE: 3/4" = 1'-0"S-409
2 SECTION - BENT A1 & B1 PILE CAP
A4
GRID
-#85
S-401
DECK PANEL REINF
TRENCH UTILITY
DECK PANEL REINF (SCREENED)
PAVING, TYP
CL PIER
P AN
D S-412
GRATING PACIFIC 37-R-5 HEAVY DUTY STEEL BAR GRATING, 5x3/8, HDG AND SERRATED SUFACE OR APPROVED EQUAL
T/STRUCT EL 16.00
g h t ©
B e rg
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SCALE: 1/2" = 1'-0"S-301
SCALE: 3/4" = 1'-0"S-301
SCALE: 1" = 1'-0"S-104
SCALE: 1 1/2" = 1'-0"S-104
T4T5T6
FLOAT TRANSITION PL
CONCRETE FLOAT BY OTHERS
7'-6"76'-0"
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NOTES:
1. FLOAT DETAILS ARE PROVIDED FOR SCHEMATIC AND ESTIMATION PURPOSES ONLY. FLOAT REQUIREMENTS ARE DEFINED BY A PERFORMANCE SPECIFICATION AND ARE TO BE DETAILED BY THE FLOAT MANUFACTURER.
0
SCALE:
T/DECK EL 16.50
STEEL PIPE PILE, TYP
PRECAST CHANNEL BEAM, TYP
GANGWAY WIDTH ± 5'-6 13/16"
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NOTES:
PIER 2
PIER 1
EXISTING TRESTLE
S-101 1
S-102 1
S-104 1
S-105 1
S-105 2
S-103 1
DRAWN BY:
DESIGN BY:
CHECK BY:
PROJ MGR:
DRAWING NO.
PROJECT NO.
g h t ©
B e rg
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SCALE:
S B
S B
S B
S B
TRAFFIC BOLLARD, TYP (3 @ EA LOCATION)
40'-0" 40'-0" 40'-0" 40'-0"
LIGHT POLE, TYP
GUIDE PILE, TYP
TYP
25T CLEAT
MOORING BOLLARDS
1. SEE CIVIL DRAWINGS FOR T/PAVEMENT ELEVATION AND SLOPE OF PAVEMENT.
2. FOR WORK POINT COORDINATES, SEE C-100
KEY PLAN
PI ER
g h t ©
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0
SCALE:
S-100
TA
TB
T7
T8T9T10T11T12
AA
AB
A2
A1
AC
10'-0"
/ M
2 S-205
C LADDERL
40'-0" 40'-0" 40'-0" 40'-0"
FIRE PROTECTION DRY STANDPIPE, TYP. SEE FIRE PROTECTION DWGS TRAFFIC BOLLARD, TYP
GANGWAY, TYP
FENDER PILE, TYP
LIFE RING CABINET
PIER TRANSITION PL, TYP
25T CLEAT
MOORING BOLLARDS
1. SEE CIVIL DRAWINGS FOR T/PAVEMENT ELEVATION AND SLOPE OF PAVEMENT.
2. FOR WORK POINT COORDINATES, SEE C-100
KEY PLAN
PI ER
g h t ©
B e rg
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C e n tr
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0
SCALE:
S-100
TA
TB
T13
B1
T14T15
BA
BB
B2
BC
/ M
2 S-205
FENDER PILE, TYP
LIFE RING CABINET
BOLLARD, TYP
4' -0
BOLLARD, TYP
25T CLEAT
MOORING BOLLARDS
1. SEE CIVIL DRAWINGS FOR T/PAVEMENT ELEVATION AND SLOPE OF PAVEMENT.
2. FOR WORK POINT COORDINATES, SEE C-100
KEY PLAN
PI ER
g h t ©
B e rg
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ill in
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C e n tr
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0
SCALE:
S-100
AA
AB
A3 A4 A5 A6 A7 A8 A9 A10 10'-0" 10'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0"
/ M
FIRE PROTECTION DRY STANDPIPE, TYP. SEE FIRE PROTECTION DWGS
BOLLARD, TYP
LIFE RING CABINET, TYP
25T CLEAT, TYP
50T BOLLARD, TYP
S-412 5 D
3 S-604
25T CLEAT
MOORING BOLLARDS
1. SEE CIVIL DRAWINGS FOR T/PAVEMENT ELEVATION AND SLOPE OF PAVEMENT.
2. FOR WORK POINT COORDINATES, SEE C-100
KEY PLAN
PI ER
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B e rg
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0
SCALE:
S-100
BA
BB
/ M
FENDER PILE, TYP
TYP 22'-6"
BOLLARD, TYP
A S-603
BA
BB
/ M
FENDER PILE, TYP
FIRE PROTECTION DRY STANDPIPE, TYP
BOLLARD, TYP
C LADDERL
4' -6
S-601 1TYP
25T CLEAT
MOORING BOLLARDS
1. SEE CIVIL DRAWINGS FOR T/PAVEMENT ELEVATION AND SLOPE OF PAVEMENT.
2. FOR WORK POINT COORDINATES, SEE C-100
KEY PLAN
PI ER
g h t ©
B e rg
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SCALE: 1/8" = 1'-0"C-501
SCALE:
S-100
S-100
BOLLARD, TYP
EXISTING TRESTLE
DRAWN BY:
DESIGN BY:
CHECK BY:
PROJ MGR:
DRAWING NO.
PROJECT NO.
g h t ©
B e rg
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C e n tr
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0
SCALE:
MLLW EL 0.00
T/DECK EL 16.50
BOLLARD, TYP
APPROX MUDLINE
DRAWN BY:
DESIGN BY:
CHECK BY:
PROJ MGR:
DRAWING NO.
PROJECT NO.
g h t ©
B e rg
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ill in
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C e n tr
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0
SCALE:
MLLW EL 0.00
T/DECK EL 16.50
A2 A3 A4 A6 A7 A8 A9 A10 30'-0" 30'-0" 30'-0" 30'-0"30'-0" 30'-0" 60'-0"
A4
CONC BULLRAIL
FENDER PILE
60'-0"
A6
g h t ©
B e rg
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C e n tr
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MLLW EL 0.00
T/DECK EL 16.50
LADDER, TYP
B3
120'-0"
B7
BOLLARD, TYP
CLEAT, TYP
TYP 22'-6"
TYP 7'-6"
DRAWN BY:
DESIGN BY:
CHECK BY:
PROJ MGR:
DRAWING NO.
PROJECT NO.
g h t ©
B e rg
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MLLW EL 0.00
PRECAST PILE CAP
GUARDRAIL, TYP
g h t ©
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SCALE: 1/4" = 1'-0"S-101
0
SCALE:
AA AB AC
T/STRUCT EL 16.00
50T BOLLARD, TYP
PANEL, TYP
ARCH FENDER
STEEL WALE
COLD WATER, SEE PLUMBING DWGS
ELECTRICAL CONDUIT, SEE ELECTRICAL DWGS
FA CE
O F
BU LL
RA IL
GUARDRAIL, TYP
GANGWAY, BEYOND
T/STRUCT EL 16.00
CL PIERGRID GRID
DRAWN BY:
DESIGN BY:
CHECK BY:
PROJ MGR:
DRAWING NO.
PROJECT NO.
g h t ©
B e rg
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C e n tr
A16.0096
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SCALE: 1/4" = 1'-0"S-102
SCALE: 1/4" = 1'-0"S-104
SCALE: 1/4" = 1'-0"S-104
SCALE:
DRAWN BY:
DESIGN BY:
CHECK BY:
PROJ MGR:
DRAWING NO.
PROJECT NO.
g h t ©
B e rg
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C e n tr
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SCALE:
T1
TA
TB
T2T3T4T5T6
TC
/ M
T7
S-401 3
S-502 1
S-502 2
24'-0" 7" 23'-5" 16'-7" 7'-5" 24'-0" 7'-0" 1'-7" 22'-5" 17'-7" 6'-5" 24'-0" 9'-7"
PC 1
PC 2
PC 2
PC 2
PC 3
COMP = ??? KIPS, TENSION = ???KIPS
18"Ø STEEL FENDER PILE
18"Ø STEEL GUIDE PILE
CX CHANNEL BEAM MARK, SEE
HX HAUNCHED DECK PANEL MARK, SEE
PCX PILE CAP MARK, SEE OR
P ## STRUCTURAL PILING OFF GRID, SEE SCHEDULE
1 S-508
1 S-510
1 S-501
1 S-502
2. SEE C-100 FOR WORK POINT COORDINATES
3. SEE S-307 FOR PILE AND PILE REINFORCING DETAILS
KEY PLAN
PI ER
g h t ©
B e rg
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0
SCALE:
S-300
TA
TB
T7T8T9T10T11T12
TC
AA
/ M
40'-0" 40'-0" 40'-0" 40'-0" 40'-0"
C7
C7
C7
C7C7
C7
C7
C7
C7
C7
C7
C7
C7
C7
C7
C7C7
C7
C7
C7
40'-0" 40'-0" 40'-0" 40'-0"
16'-3" 23'-9" 3" 24'-0" 7'-0" 8'-9" 15'-3" 24'-0" 9" 23'-3" 16'-9"
PC 3
PC 4
PC 2
PC 2
PC 2
PC 2
PC 2
1'-6 1/2" 4'-3"
COMP = ??? KIPS, TENSION = ???KIPS
18"Ø STEEL FENDER PILE
18"Ø STEEL GUIDE PILE
CX CHANNEL BEAM MARK, SEE
HX HAUNCHED DECK PANEL MARK, SEE
PCX PILE CAP MARK, SEE OR
P ## STRUCTURAL PILING OFF GRID, SEE SCHEDULE
1 S-508
1 S-510
1 S-501
1 S-502
2. SEE C-100 FOR WORK POINT COORDINATES
3. SEE S-307 FOR PILE AND PILE REINFORCING DETAILS
KEY PLAN
PI ER
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B e rg
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0
SCALE:
S-300
TA
TB
T13
B1
T14T15
BA
C7
C7
C7
C7
C7
C7
C7
C7C7
C7
C7
C7
H1
-10
COMP = ??? KIPS, TENSION = ???KIPS
18"Ø STEEL FENDER PILE
18"Ø STEEL GUIDE PILE
CX CHANNEL BEAM MARK, SEE
HX HAUNCHED DECK PANEL MARK, SEE
PCX PILE CAP MARK, SEE OR
P ## STRUCTURAL PILING OFF GRID, SEE SCHEDULE
1 S-508
1 S-510
1 S-501
1 S-502
2. SEE C-100 FOR WORK POINT COORDINATES
3. SEE S-307 FOR PILE AND PILE REINFORCING DETAILS
KEY PLAN
PI ER
g h t ©
B e rg
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C e n tr
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0
SCALE:
AA
AB
A3 A4 A5 A6 A7 A8 A9 A10 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 5'-3"
/ M
FP22 FP21FP20FP19FP18FP17FP16FP15FP14FP13FP12FP11FP10FP9FP8FP7
FP42 FP41 FP40 FP39 FP38 FP37 FP36 FP35 FP34 FP33 FP32 FP31 FP30 FP29 FP28 FP27
10'-0" 10'-0"
PC 7
PC 8
PC 8
PC 8
PC 8
PC 8
PC 8
PC 8
PC 9
8' -3
COMP = ??? KIPS, TENSION = ???KIPS
18"Ø STEEL FENDER PILE
18"Ø STEEL GUIDE PILE
CX CHANNEL BEAM MARK, SEE
HX HAUNCHED DECK PANEL MARK, SEE
PCX PILE CAP MARK, SEE OR
P ## STRUCTURAL PILING OFF GRID, SEE SCHEDULE
1 S-508
1 S-510
1 S-501
1 S-502
2. SEE C-100 FOR WORK POINT COORDINATES
3. SEE S-307 FOR PILE AND PILE REINFORCING DETAILS
KEY PLAN
PI ER
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B e rg
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C e n tr
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0
SCALE:
BA
BB
/ M
FP63 FP64 FP65 FP66 FP67 FP68 FP69 FP70 FP71 FP72
FP60FP59FP58FP57FP56FP55FP54FP53FP52FP51FP50
"
OPEN TRENCHOPEN TRENCH OPEN TRENCH OPEN TRENCH OPEN TRENCH OPEN TRENCH
TY P
4' -6
/ M
B7
FP85
FP84
FP83
FP82
FP81
FP80FP79FP78FP77FP76FP75FP74FP73
TY P
4' -6
COMP = ??? KIPS, TENSION = ???KIPS
18"Ø STEEL FENDER PILE
18"Ø STEEL GUIDE PILE
CX CHANNEL BEAM MARK, SEE
HX HAUNCHED DECK PANEL MARK, SEE
PCX PILE CAP MARK, SEE OR
P ## STRUCTURAL PILING OFF GRID, SEE SCHEDULE
1 S-508
1 S-510
1 S-501
1 S-502
2. SEE C-100 FOR WORK POINT COORDINATES
3. SEE S-307 FOR PILE AND PILE REINFORCING DETAILS
KEY PLAN
PI ER
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C e n tr
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SCALE: 1/8" = 1'-0"S-200
SCALE:
MARK REVISION DESCRIPTION BY APP. DATE
1. SEE S-307 FOR PILE DETAILS
2. ALL STRUCTURAL PILES ARE TO INCLUDE A 5' OVERDRIVE ALLOWANCE AND 2' DAMAGED PILE TOLERANCE IN THE PILE ORDER LENGTHS
3. ALL FENDER AND GUIDE PILES ARE TO INCLUDE A 2' DAMAGED PILE TOLERANCE IN THE PILE ORDER LENGTHS
DRAWN BY:
DESIGN BY:
CHECK BY:
PROJ MGR:
DRAWING NO.
PROJECT NO.
g h t ©
B e rg
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C e n tr
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[FT]
ESTIMATED
TIP EL [FT]
GP2 18"x1/2" 19.5' -45 GP3 18"x1/2" 19.5' -45 GP4 18"x1/2" 19.5' -45 GP5 18"x1/2" 19.5' -45 GP6 18"x1/2" 19.5' -45 GP7 18"x1/2" 19.5' -45 GP8 18"x1/2" 19.5' -45 GP9 18"x1/2" 19.5' -45
GP10 18"x1/2" 19.5' -45 GP11 18"x1/2" 19.5' -45 GP12 18"x1/2" 19.5' -45 GP13 18"x1/2" 19.5' -45 GP14 18"x1/2" 19.5' -45 GP15 18"x1/2" 19.5' -45 GP16 18"x1/2" 19.5' -45 GP17 18"x1/2" 19.5' -45 GP18 18"x1/2" 19.5' -45
FENDER & GUIDE PILING SCHEDULE
[FT]
ESTIMATED
TIP EL [FT]
FP59 18"x1/2" 15.5' -35 FP60 18"x1/2" 15.5' -35 FP61 18"x1/2" 15.5' -35 FP62 18"x1/2" 15.5' -35 FP63 18"x1/2" 15.5' -35 FP64 18"x1/2" 15.5' -35 FP65 18"x1/2" 15.5' -35 FP66 18"x1/2" 15.5' -35 FP67 18"x1/2" 15.5' -35 FP68 18"x1/2" 15.5' -35 FP69 18"x1/2" 15.5' -35 FP70 18"x1/2" 15.5' -35 FP71 18"x1/2" 15.5' -35 FP72 18"x1/2" 15.5' -35 FP73 18"x1/2" 15.5' -35 FP74 18"x1/2" 15.5' -35 FP75 18"x1/2" 15.5' -35 FP76 18"x1/2" 15.5' -35 FP77 18"x1/2" 15.5' -35 FP78 18"x1/2" 15.5' -35 FP79 18"x1/2" 15.5' -35 FP80 18"x1/2" 15.5' -35 FP81 18"x1/2" 15.5' -35 FP82 18"x1/2" 15.5' -35 FP83 18"x1/2" 15.5' -35 FP84 18"x1/2" 15.5' -35 FP85 18"x1/2" 15.5' -35 FP86 18"x1/2" 15.5' -35 FP87 18"x1/2" 15.5' -35 FP88 18"x1/2" 15.5' -35 FP89 18"x1/2" 15.5' -35 FP90 18"x1/2" 15.5' -35 FP91 18"x1/2" 15.5' -35 FP92 18"x1/2" 15.5' -35 FP93 18"x1/2" 15.5' -35 FP94 18"x1/2" 16' -35 FP95 18"x1/2" 16' -35 FP96 18"x1/2" 16' -35 FP97 18"x1/2" 15.5' -35 FP98 18"x1/2" 15.5' -35 GP1 18"x1/2" 19.5' -45
FENDER & GUIDE PILING SCHEDULE
[FT]
ESTIMATED
TIP EL [FT]
FP1 18"x1/2" 16' -35 FP2 18"x1/2" 16' -35 FP3 18"x1/2" 16' -35 FP4 18"x1/2" 16' -35 FP5 18"x1/2" 16' -35 FP6 18"x1/2" 15.5' -35 FP7 18"x1/2" 15.5' -35 FP8 18"x1/2" 15.5' -35 FP9 18"x1/2" 15.5' -35
FP10 18"x1/2" 15.5' -35 FP11 18"x1/2" 15.5' -35 FP12 18"x1/2" 15.5' -35 FP13 18"x1/2" 15.5' -35 FP14 18"x1/2" 15.5' -35 FP15 18"x1/2" 15.5' -35 FP16 18"x1/2" 15.5' -35 FP17 18"x1/2" 15.5' -35 FP18 18"x1/2" 15.5' -35 FP19 18"x1/2" 15.5' -35 FP20 18"x1/2" 15.5' -35 FP21 18"x1/2" 15.5' -35 FP22 18"x1/2" 15.5' -35 FP23 18"x1/2" 15.5' -35 FP24 18"x1/2" 15.5' -35 FP25 18"x1/2" 15.5' -35 FP26 18"x1/2" 15.5' -35 FP27 18"x1/2" 15.5' -35 FP28 18"x1/2" 15.5' -35 FP29 18"x1/2" 15.5' -35 FP30 18"x1/2" 15.5' -35 FP31 18"x1/2" 15.5' -35 FP32 18"x1/2" 15.5' -35 FP33 18"x1/2" 15.5' -35 FP34 18"x1/2" 15.5' -35 FP35 18"x1/2" 15.5' -35 FP36 18"x1/2" 15.5' -35 FP37 18"x1/2" 15.5' -35 FP38 18"x1/2" 15.5' -35 FP39 18"x1/2" 15.5' -35 FP40 18"x1/2" 15.5' -35 FP41 18"x1/2" 15.5' -35 FP42 18"x1/2" 15.5' -35 FP43 18"x1/2" 16' -35 FP44 18"x1/2" 16' -35 FP45 18"x1/2" 16' -35 FP46 18"x1/2" 16' -35 FP47 18"x1/2" 16' -35 FP48 18"x1/2" 16' -35 FP49 18"x1/2" 15.5' -35 FP50 18"x1/2" 15.5' -35 FP51 18"x1/2" 15.5' -35 FP52 18"x1/2" 15.5' -35 FP53 18"x1/2" 15.5' -35 FP54 18"x1/2" 15.5' -35 FP55 18"x1/2" 15.5' -35 FP56 18"x1/2" 15.5' -35 FP57 18"x1/2" 15.5' -35 FP58 18"x1/2" 15.5' -35
STRUCTURAL PILING SCHEDULE ON GRID
GRID
TIP EL [FT]
B5-BB 24"x1/2" 11.3' -130 B6-BA 24"x1/2" 11.3' -130 B6-BB 24"x1/2" 11.3' -130 B7-BA 24"x1/2" 11.3' -130 B7-BB 24"x1/2" 11.3' -130 B8-BA 24"x1/2" 11.3' -130 B8-BB 24"x1/2" 11.3' -130 B9-BA 24"x1/2" 11.3' -130 B9-BB 24"x1/2" 11.3' -130
B10-BA 24"x1/2" 11.3' -130 B10-BB 24"x1/2" 11.3' -130 B11-BA 24"x1/2" 11.5' -130 B11-BB 24"x1/2" 11.5' -130 B12-BA 24"x1/2" 11.3' -130 B12-BB 24"x1/2" 11.3' -130 A10-AA 24"x1/2" 11.3' -130 A10-AB 24"x1/2" 11.3' -130
STRUCTURAL PILING SCHEDULE ON GRID
GRID
TIP EL [FT]
T3-TB 24"x1/2" 10.3' -120 T3-TA 24"x1/2" 10.3' -120 T4-TB 24"x1/2" 10.3' -120 T4-TA 24"x1/2" 10.3' -120 T5-TB 24"x1/2" 10.3' -120 T5-TA 24"x1/2" 10.3' -120 T6-TB 24"x1/2" 10.3' -120 T6-TA 24"x1/2" 10.3' -120 T7-TB 24"x1/2" 10.3' -120 T7-TA 24"x1/2" 10.3' -120 T8-TB 24"x1/2" 10.3' -120 T8-TA 24"x1/2" 10.3' -120 T9-TB 24"x1/2" 10.3' -120 T9-TA 24"x1/2" 10.3' -120
T10-TB 24"x1/2" 10.3' -120 T10-TA 24"x1/2" 10.3' -120 T11-TB 24"x1/2" 10.3' -120 T11-TA 24"x1/2" 10.3' -120 T12-TB 24"x1/2" 10.3' -120 T12-TA 24"x1/2" 10.3' -120 T13-TB 24"x1/2" 10.3' -120 T13-TA 24"x1/2" 10.3' -120 T14-TB 24"x1/2" 10.3' -120 T14-TA 24"x1/2" 10.3' -120 T15-TB 24"x1/2" 10.3' -120 T15-TA 24"x1/2" 10.3' -120 T6-TC 24"x1/2" 10.3' -120 T7-TC 24"x1/2" 10.3' -120 A2-AA 24"x1/2" 11.3' -130 A2-AB 24"x1/2" 11.3' -130 A2-AC 24"x1/2" 11.3' -130 A1-AC 24"x1/2" 11.3' -130 A1-AB 24"x1/2" 11.3' -130 A1-AA 24"x1/2" 11.3' -130 A3-AA 24"x1/2" 11.3' -130 A3-AB 24"x1/2" 11.3' -130 A4-AA 24"x1/2" 11.3' -130 A4-AB 24"x1/2" 11.3' -130 A5-AA 24"x1/2" 11.3' -130 A5-AB 24"x1/2" 11.3' -130 A6-AA 24"x1/2" 11.3' -130 A6-AB 24"x1/2" 11.3' -130 A7-AA 24"x1/2" 11.3' -130 A7-AB 24"x1/2" 11.3' -130 A8-AA 24"x1/2" 11.3' -130 A8-AB 24"x1/2" 11.3' -130 A9-AA 24"x1/2" 11.3' -130 A9-AB 24"x1/2" 11.3' -130 B2-BA 24"x1/2" 11.3' -130 B2-BB 24"x1/2" 11.3' -130 B2-BC 24"x1/2" 11.3' -130 B1-BC 24"x1/2" 11.3' -130 B1-BB 24"x1/2" 11.3' -130 B1-BA 24"x1/2" 11.3' -130 B3-BA 24"x1/2" 11.3' -130 B3-BB 24"x1/2" 11.3' -130 B4-BA 24"x1/2" 11.3' -130 B4-BB 24"x1/2" 11.3' -130 B5-BA 24"x1/2" 11.3' -130
STRUCTURAL PILING SCHEDULE OFF GRID
MARK TYPE CUT OFF EL
[FT]
ESTIMATED
TIP EL [FT]
P1 24"x1/2" 10.3' -120 P2 24"x1/2" 10.3' -120 P3 24"x1/2" 10.3' -120 P4 24"x1/2" 10.3' -120 P5 24"x1/2" 10.3' -120 P6 24"x1/2" 10.3' -120
NOTES
SOFFIT
NOTES: 1. COAT PILES PER HIGH PERFORMANCE COATING SPECIFICATION
2. EACH 1"x2" SHEAR RING MAY BE FABRICATED IN A MAXIMUM OF 3 PIECES (NOMINAL 120° ARC MINIMUM), W/ A MAXIMUM GAP OF 1/2" BETWEEN PIECES.
3. WELDED REINFORCING BARS SHALL CONFORM TO ASTM A 706, GRADE 60. THE CARBON EQUIVALENT SHALL NOT EXCEED 0.55 PERCENT (0.55%)
4. FOR HEADED REINFORCEMENT REFER TO SPECIFICATIONS
SPIRAL, TYP
MUDLINE
10 '-0
" E M
BE D
CO AT
IN G,
S EE
S PE
CI FI
CA TI
O N
S EX
TE N
TS O
F HI
GH P
ER FO
RM AN
SHEAR RING, SEE A
S-307 A
6 - #8 HEADED DOWEL BARS EQ SPA
SPIRAL PER ELEVATION, PROVIDE 2 TURNS AND WELD T & B, SEE NOTE 3 & DETAIL
24"Ø STEEL PIPE PILE
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SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"S-307
0
SCALE:
T1
(E) PAVEMENT PAVEMENT
5" 1'-6" MIN
3/4" CHAMFER EA END, TYP
PL 1" NOTES: 1. SEISMIC JOINT IS NOMINALLY 1'-6", ACTUAL WIDTH MAY VARY
BASED ON TEMERATURE.
2. SET L6x4 EACH SIDE OF JOINT AND GRIND CONCRETE AS REQUIRED TO PROVIDE A TRUE AND PLANAR SURFACE FOR COVER PLATE TO SLIDE ON THE FREE SIDE OF THE JOINT
3. ALL PLATE AND ANGLE ASSEMBLIES SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION.
S-409 A
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SCALE: 3/8" = 1'-0"S-101
SCALE: 3/4" = 1'-0"S-400
BAR SIZE SPLICE ANGLE WELD SIZE
THROAT "T" REINF "R" 1/4" MIN 1/8" MAX
WELD LENGTH "L"
NOTES: 1. SPLICE SHALL DEVELOP 125% YIELD STRENGTH OF BAR. 2. USE E60 LOW HYDROGEN ELECTRODES.
#10 #9 #8
1/4" MIN 1/8" MAX 1/4" MIN 1/8" MAX
9" 7 1/4" 6 1/4"
SEE TABLE
6" OC OVER PILE #5 STIRR & TIES @
@ 6" OC #6 STIRR & TIES
6" OC OVER PILE #5 STIRR & TIES @
@ 6" OC #6 STIRR & TIES
#9 REBAR
LIGHT POLE BULLRAIL, TYP
CHANNEL BEAM PROJ REINF
PRECAST CHANNEL BEAM, TYP
GRID
SKEW #7 HEADED BARS TO FIT BETWEEN STAGE 2 STIRRUPS, TYP
PRECAST PILE CAP1'-3"1'-3"CHANNEL BEAM WEB, TYP
T15
WOOD OR PRECAST FORM, EPOXY IN PLACE
PAVING
-#75
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SCALE: 1/2" = 1'-0"S-101
SCALE: 3/4" = 1'-0"S-401
SCALE: 1/2" = 1'-0"S-301
2 PLAN - CHANNEL BEAM TOP REINF SPLICES SCALE: 1/2" = 1'-0"S-301
3 PLAN - CHANNEL BEAM BOT REINF SPLICES
SCALE: 3/4" = 1'-0"S-101
SCALE: 1" = 1'-0"S-401
0
SCALE:
T1
TATB
39'-0"
T1
T/STRUCT EL 16.00
NOTE: ONLY REINF PERPENDICULAR TO SECTION CUT IS SHOWN FOR CLARITYST
AG E
I PR
EC AS
T PI
LE C
AP ST
AG E
II 3'
-1 #7
-1 #7
VARIES 3'-0"
NOTE: ONLY REINF PERPENDICULAR TO SECTION CUT IS SHOWN FOR CLARITY
1'-0"
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SCALE: 3/8" = 1'-0"S-101
0
SCALE:
SCALE: 3/4" = 1'-0"S-402
SCALE: 3/4" = 1'-0"S-402
T/STRUCT EL 16.00
OMIT STIRRUPS @ SCUPPER, 3" CLR EACH SIDE
-#52
4"
-#52
3" CLR
3" C
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SCALE: 1 1/2" = 1'-0"S-101
B DETAIL - BULLRAIL SCUPPER
S-102, S-103, S-104, S-410
SCALE: 3/4" = 1'-0"S-403
SCALE: 3/4" = 1'-0"
SCALE: 3/4" = 1'-0"S-403
CIP BULLRAIL
1' -0
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SCALE: 1/4" = 1'-0"S-101
AAAB
A1
AC
GANGWAY
45 DEGREE BEVEL, THIS LOCATION ONLY
2'-9 1/4" GAP 1/4"
CHANNEL BEAM REINF
CIP CONC 1'-0"PAVEMENT
3/4"Ø CSK SS CAP SCREWS @ 9" OC. WELD NUT TO BACK OF L6
5"
DRAWN BY:
DESIGN BY:
CHECK BY:
PROJ MGR:
DRAWING NO.
PROJECT NO.
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SCALE: 3/8" = 1'-0"S-101
SCALE: 1/2" = 1'-0"S-409
SCALE: 1" = 1'-0"S-400
SCALE: 3" = 1'-0"S-400
SCALE: 3" = 1'-0"S-400
0
SCALE:
8"8"
NOTES: 1. SEISMIC JOINT IS NOMINALLY 2'-0", ACTUAL WIDTH MAY VARY
BASED ON TEMERATURE.
2. SET L6x4 EACH SIDE OF JOINT AND GRIND CONCRETE AS REQUIRED TO PROVIDE A TRUE AND PLANAR SURFACE FOR COVER PLATE TO SLIDE ON THE FREE SIDE OF THE JOINT
3. ALL PLATE AND ANGLE ASSEMBLIES SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION.
T/STRUCT EL 16.00
GANGWAY, SEE 1
#5 @ 5"
LENTON FORM SAVER ANCHOR, EP5X7 HDG. SPA @ 5" T&B, TYP
#5 @ 5"
#5 THREADED INSERT
PL 3/4"
PL 3/4"
3/4"Ø HAS
1/4 1/4
DRAWN BY:
DESIGN BY:
CHECK BY:
PROJ MGR:
DRAWING NO.
PROJECT NO.
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SCALE: 1" = 1'-0"S-409
SCALE: 3/4" = 1'-0"S-409
SCALE: 3" = 1'-0"S-410
5'-6 1/8" 1'-2 25/32"
5'-0" 4'-0"
2'-6" 6" VARIES
NOTE: ONLY REINF PERPENDICULAR TO SECTION CUT IS SHOWN FOR CLARITY
#6 T/STRUCT EL 16.00
VARIES VARIES VARIES
NOTE: ONLY REINF PERPENDICULAR TO SECTION CUT IS SHOWN FOR CLARITY
PRECAST DECK PANEL
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SCALE: 3/8" = 1'-0"S-302
0
SCALE:
SCALE: 3/4" = 1'-0"S-409
A SECTION - BENT A1 & B1 PILE CAP SCALE: 3/4" = 1'-0"S-409
2 SECTION - BENT A1 & B1 PILE CAP
A4
GRID
-#85
S-401
DECK PANEL REINF
TRENCH UTILITY
DECK PANEL REINF (SCREENED)
PAVING, TYP
CL PIER
P AN
D S-412
GRATING PACIFIC 37-R-5 HEAVY DUTY STEEL BAR GRATING, 5x3/8, HDG AND SERRATED SUFACE OR APPROVED EQUAL
T/STRUCT EL 16.00
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SCALE: 1/2" = 1'-0"S-301
SCALE: 3/4" = 1'-0"S-301
SCALE: 1" = 1'-0"S-104
SCALE: 1 1/2" = 1'-0"S-104
T4T5T6
FLOAT TRANSITION PL
CONCRETE FLOAT BY OTHERS
7'-6"76'-0"
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NOTES:
1. FLOAT DETAILS ARE PROVIDED FOR SCHEMATIC AND ESTIMATION PURPOSES ONLY. FLOAT REQUIREMENTS ARE DEFINED BY A PERFORMANCE SPECIFICATION AND ARE TO BE DETAILED BY THE FLOAT MANUFACTURER.
0
SCALE:
T/DECK EL 16.50
STEEL PIPE PILE, TYP
PRECAST CHANNEL BEAM, TYP
GANGWAY WIDTH ± 5'-6 13/16"
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NOTES: