Attachment 0007 - Appendix A.pdf
PDF 11 MB Posted
- Attached to
- Ship-To-Shore Container Cranes
- Solicitation number
- W56HZV-20-R-0025
About this file
This document provides details on a federal solicitation for ship-to-shore container cranes. The U.S. Army Contracting Command - Detroit Arsenal is seeking proposals for two ship-to-shore container cranes to be delivered to the Military Ocean Terminal Concord in California within 36 months of award. The cranes must be equipped with spreaders capable of lifting single and twin twenty-foot containers as well as single forty-foot and forty-five foot containers. Additionally, the cranes must be able to service a Panamax vessel with thirteen container slots across. Offerors must acknowledge any amendments to the solicitation and direct all questions in writing to the identified contract specialist. The agency conducting the solicitation is the Department of the Army Materiel Command's TACOM Life Cycle Management Command.
View the file
Other files
Show all 40
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
APPENDIX A: REFERENCE DOCUMENTS
A1. Site plan
A2. Crane and wharf clearance drawing
A3. Control system inventory
A4. Reference crane-wharf interface drawings (Additional drawings are available from the Government upon request)
S-002 Structural design criteria
S-101 General deck plan
S-102 to S-107 Deck plan – 1 to 6
S-302 Pier sections – 1
S-510 to S-511 Longitudinal beam details
S-517
S-518
S-519
S-520
S-531
E-104
E-507
E-601
E-602
CP-111
Deta a boil llat rds
Crane rail details
Crane (stowage) pin socket details
Crane bumper (stop) details
Fender system details
Lighting and power plan – 1
Crane power vault and details
Modified crane power vault and details*E-507
Electrical schedules Single line diagram - medium voltage Deck striping plan (preliminary, Contractor to verify)
This sheet is intentionally blank
PETALUMA
SAN RAMON
DUBLIN
SAN
MATEO
SAN RAFAEL
FAIRFIELD
NAPA
PLEASANTON
STOCKTON
LIVERMORE
TRACY
FREMONT
HAYWARD
ANTIOCH
PITTSBURG
CONCORD
WALNUT CREEK
BERKELEY
OAKLAND
SAN FRANCISCO
VICINITY MAP
NTS
PROJECT LOCATION - PIER 2
CONTRACTOR STAGING AREA, 11.06 ACRES
(LOTS E-61, E-61/E-85, AND E-85)
LOCATION MAP
NTS
CONTRACTOR
ACCESS ROUTE
TIDAL AREA
SECURITY GATE 2
A
B
C
1 2 3 4
R E
P L
A C
E U
P G
R A
D E
P
I E
R
O C
T O
B E
R
NOTE:
BACKGROUND AERIAL PHOTO
SHOWN FOR LOCATION MAP IS
FROM GOOGLE EARTH 2014
PROJECT LOCATION
SECURITY OFFICE GATE 1
BARGE PIER
PIER 3
PIER 4
SUISUN BAY
TIDAL AREA
SECURITY GATE 5
Appendix A
The Control System Inventory shall include the following attributes, in tabular format, as applicable:
General Information
Location Information
Hardware Details Operating System and Platform
Network Information (Actual Function, not potential function)
Unique ID Facility Name Device Type Embedded OS (Yes / No)
MAC
Address(es)
Barcode or Identifier
NFAID Device Sub-Type OS Contractor IP Address(es)
Region Commodity Device Function Operating System (O/S)
Upstream Device
Installation Floor Manufacturer O/S Version Protocols In Use
Special Area (Option DNAl)
Room Product Line Platform Contractor
Host Name
Location Model # Platform Product Line
System Type Serial # Platform
Functional System or Equipment Control
Remote Connectivity:
(Wired / Wireless / None)
Platform Version
Network Type Used:
(Serial / Ethernet / Both / None)
I. SERVICE LOAD DESIGN
THE SERVICE LOAD DESIGN APPROACH IS USED FOR DESIGNING AND CHECKING
FOUNDATION STABILITY AND LONG-TERM LOADING. MOORING HARDWARE SHALL BE
DESIGNED USING SERVICE LOAD PROCEDURES.
J. TEMPERATURE
THERMAL STRESSES IN STRUCTURAL ELEMENTS ARE DESIGNED BASED ON A CHANGE IN
TEMPERATURE RANGE OF 60°F.
G.
H.
MOORING LINE FORCES
BERTHING LOADS:
MOORING LOADS:
MOORING ANALYSIS CALCULATED BASED ON DESIGN WIND
SPEED OF 30 KNOTS (30-SECOND DURATION WITH 25 YEAR
RETURN PERIOD).
F. LOADS APPLIED DURING CONSTRUCTION
THE FOLLOWING LOADS ARE APPLIED TO THE STRUCTURE DURING CONSTRUCTION
AND MAY BE MORE CRITICAL THAN THE WORKING LOADS GIVEN IN ITEMS D AND E ABOVE.
a. CONCRETE TRUCK (MAIN PLATFORM AND WEST TRESTLE):
b. A 15% IMPACT FACTOR SHALL BE APPLIED TO ALL WHEEL LOADS.
a. BERTHING DESIGN FOR SHIPS IN COMPLIANCE WITH SECTION "5-2 BERTHING ENERGY
DETERMINATION" OF UFC 4-152-01 UNDER MODERATE CONDITIONS.
b. BERTHING VELOCITY FOR ALL BARGES SHALL NOT EXCEED 0.34FT/S.
GROUP 1
(up to 18,000 DWT)
USNS KISKA (T-AE 35)
AMERICAN TERN (T-AK 4729)
OCEAN FREEDOM
GEM STATE
GRAND CANYON STATE
GREEN POINT
KEYSTONE STATE
MAERSK ARIZONA
NOBLE STAR (T-AK 9653)
OCEAN GIANT
ERIC GIBSON
COASTAL VENTURE
SEA TAC 286 (BARGE)
NAKNEK TRADER (BARGE)
ITB SAMSON MARINER (BARGE)
THUNDER AND LIGHTNING (BARGE)
c. DESIGN VESSELS
GROUP 2
(Between 18,001 and 28,000 DWT)
OCEAN GIANT
BBC SEATTLE
ERIC GIBSON
HARRIETTE
ADVANTAGE
GLOBAL PATRIOT (T-AK 9881)
CAPE ORLANDO (T-AKR 2044)
MAERSK CONSTELLATION (T-AK 9656)
MAERSK ILLINOIS
MAJOR BERNARD FISHER
NOBLE STAR
JOHN A CHAPMAN
GROUP 3
(Between 28,001 and 53,000 DWT)
BAHRAIN
BROOKLIN BRIDGE
BLACK EAGLE (T-AK 4638)
CAPE FAREWELL (T-AK 5073)
CAPE FLATTERY (T-AK 5070)
CPT STEVEN BENNETT (T-AK 4296)
CAPE HENRY (T-AKR 5067)
MAERSK ALASKA
OCEAN RANGER
a. THE MAXIMUM BOLLARD CAPACITY (P = 100 TON) WAS USED TO DESIGN THE
ANCHORAGE OF THE BOLLARDS.
b. BOLLARD LOAD CONFIGURATIONS ARE AS FOLLOWS:
STRUCTURAL NOTES AND DESIGN CRITERIA
(PIER AND WEST TRESTLE ONLY, UON)
CODES AND STANDARDS
1. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO),
"AASHTO LRFD BRIDGE DESIGN SPECIFICATION", 6TH EDITION
2. UNIFIED FACILITIES CRITERIA (UFC) 1-200-01, "GENERAL BUILDING REQUIREMENTS", DATED JULY
2013.
3. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) STANDARD 7-10, "MINIMUM DESIGN LOADS FOR
BUILDINGS AND OTHER STRUCTURES", 2010 FOR WIND LOADS ON STRUCTURE.
4. ASCE 61-14 FOR SEISMIC DESIGN CRITERIA.
5. INTERNATIONAL BUILDING CODE (IBC) 2012 FOR WIND LOADS ON STRUCTURE.
6. UFC 3-301-01, "STRUCTURAL ENGINEERING", 2013.
7. UFC 4-151-10, "GENERAL CRITERIA FOR WATRFRONT CONSTRUCTION", 2001.
8. UFC 4-152-01, "DESIGN: PIERS AND WHARVES", 2005.
9. UFC 4-159-03, "DESIGN: MOORINGS", DATED OCTOBER 3, 2005.
10. AMERICAN CONCRETE INSTITUTE (ACI) 318-11, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETE", 2011. FOR NON-SEISMIC CONCRETE DESIGN CRITERIA.
11. ACI 301-10, "SPECIFICATIONS FOR STRUCTURAL CONCRETE", 2010.
12. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), "MANUAL OF STEEL CONSTRUCTION, FOURTEENTH EDITION. FOR NON-SEISMIC STEEL DESIGN CRITERIA.
13. AMERICAN WELDING SOCIETY (AWS), AWS D1.1, "STRUCTURAL WELDING CODE - STEEL", 2010.
14. AWS D1.4 "STRUCTURAL WELDING CODE - REINFORCING STEEL", 2005.
15. AWS D1.6, "STRUCTURAL WELDING CODE - STAINLESS STEEL", 2007.
DESIGN LOADS
A. DEAD LOADS
DEAD LOADS ARE THE SELF-WEIGHT OF THE ENTIRE STRUCTURE, INCLUDING ALL THE PERMANENT
ATTACHMENTS. CONCRETE UNIT WEIGHT IS 150 PCF. A UNIFORM LOAD OF 20 PSF WILL BE USED
FOR WEIGHT OF UTILITIES.
B. UNIFORM LIVE LOAD
1. UNIFORM LIVE LOAD ON MAIN PIER STRUCTURE IS 600 PSF, EXCEPT FOR PEDESTRIAN AREAS AT
THE OPERATIONS BUILDING.
2. WHEN COMBINED WITH CRANE LOADING, THE UNIFORM LIVE LOAD ON THE MAIN PIER STRUCTURE
IS 300 PSF WITH NO UNIFORM LOADING WITHIN 5 FT OF EITHER SIDE OF THE CRANE RAILS.
3. UNIFORM LIVE LOAD FOR THE DESIGN OF THE PILES IS REDUCED BY 20%.
C. TRUCK LOADING
AASHTO HL-93 LOADING OVER ENTIRE STRUCTURE.
D. CONTAINER CRANE LOADS
THE CRANE WHEEL LOADS ARE PROVIDED BY LIFTECH CONSULTANTS INC. REPORT, PROJECT NO.
2074, DATED DECEMBER 30, 2014.
1. CRANE RAIL VERTICAL WHEEL LOAD:
2. CRANE RAIL LATERAL LOADS:
1.5 KIPS/FT (FACTORED); 1.2 KIPS/FT (SERVICE) - OPERATING CONDITION.
3.5 KIPS/FT (FACTORED); 2.1 KIPS/FT (SERVICE) - STOWED CONDITION.
CONTAINER CRANE LOADS (cont)
3. CRANE STOWAGE PIN:
LANDSIDE: DESIGNED FOR 242 KIPS (FACTORED); 145 KIPS (SERVICE)
WATERSIDE: DESIGNED FOR 229 KIPS (FACTORED); 137 KIPS (SERVICE)
NOTE:
THE WORST CASE LOAD WAS USED FOR DESIGNING THE CRANE STOWAGE PIN AT BOTH
WATERSIDE AND LANDSIDE LOCATIONS.
4. CRANE STOP LOADS:
APPLIED AT 5.0 FEET ABOVE THE TOP OF THE RAIL, IN A DIRECTION PARALLEL TO THE RAIL
LANDSIDE: DESIGNED TO RESIST AN IMPACT LOAD OF 830 KIPS (FACTORED); 700 KIPS
(SERVICE) LOAD
WATERSIDE: DESIGNED TO RESIST AN IMPACT LOAD OF 590 KIPS (FACTORED); 490 KIPS
(SERVICE) LOAD
NOTE:
THE WORST CASE LOAD WAS USED FOR DESIGNING THE CRANE STOP AT BOTH WATERSIDE AND
LANDSIDE LOCATIONS.
E. VEHICLE LOADS: (MAIN PLATFORM AND WEST TRESTLE - UON)
a. CONTAINER LIFT TRUCK:
MAIN PLATFORM DESIGN AXLE LOADS ARE INDICATED FOR EACH AXLE. WEST TRESTLE DESIGN
AXLE LOADS ARE SHOWN IN PARENTHESIS, TYPICAL.
b. AASHTO HL-93 TRUCK:
c. TJ5000 BOMB CART:
d. 90 TON MOBILE TRUCK CRANE:
e. A 15% IMPACT FACTOR SHALL BE APPLIED TO ALL WHEEL LOADS
f. FORKLIFT:
SPACING
@ 5 FT @ 5 FT
SPACING
C
CRANE TRUCK
L L
C
L
C
L
C
46'-10"
40'-0" 40'-0"
CRANE WHEELS SPACING CRANE LOAD DISTRIBUTION
WATERSIDE
LANDSIDE
L
W
46'-10"
OPERATING WIND SPEED: 55.0 MPH
STOWED WIND SPEED: 110.0 MPH
CRANE TRUCK
CRANE TRUCK CRANE TRUCK
W
WATERSIDE LANDSIDE
39 KLF
TABLE T-1
L
UNIFORMLY DISTRIBUTED
CRANE WHEEL LOADS
NORMAL OPERATING
(SERVICE LOADS)
30 KLF 31 KLF
38 KLF
STOWED
(SERVICE LOADS)
28 KLF 39 KLF
NORMAL OPERATING
(FACTORED LOADS)
STOWED
(FACTORED LOADS)
LOAD CASE
40 KLF
52 KLF
19'-9"
66.4K
195.0K
(65.7K)
(83.3K)
MAIN PLATFORM ONLY (LOADED)
WEST TRESTLE (UNLOADED)
14'-0"
8K 32K
14'-0" TO 30'-0"
32K
9'-8"
32'-0" 4'-0"
13.2K 30K 25K 25K
13' TO 19'
48K
4' TO
5.5'
48K
20K
4' TO
5.5'
20K
18' TO 27'
T
O
CRANE OUTRIGGER
FLOAT: 160K MAX
LOAD
TRAVELING AXLE
LOADS
OPERATING LOADS AT MAIN PLATFORM ONLY
(NO OUTRIGGERS ON VAULT COVERS)
7'-4 1/2"
3.8K
31.7K
(12.0K) (8.0K)
LOADED
(UNLOADED)
20'-0" 4'-0"
14K
25K
25K
P
FACE OF
PIER
C
L RAIL
P
P
30° MAX
C
L OF 100 TON BOLLARD
C
L RAIL
PIER
DECK
135°
d. THE FENDER SYSTEM WAS DESIGNED FOR THE VESSELS LISTED ABOVE WITH VERTICAL HULL
PROFILES ONLY. SPECIAL PROVISIONS WILL BE NECESSARY FOR NON-CONFORMING VESSELS.
A
B
C
R E
P L
A C
E U
P G
R A
E
R
O C
T O
B E
R
H V
G
M N
M
C B
S
1 2 3 4
S
C
S
C H
U L Z
E
S T
R U
C T
U R
A L
S
I G
N
C
R I T
E R
B
C
R E
P
LA
C E
/U P
G R
A D
E P
IE
R
5-
-0
O C
TO
B
E R
, 2
H V
G
M N
M
C B
S
1 2 3 4
/S / C
. S C
H U
LZ
E
PIER GENERAL DECK PLAN
SCALE: 1'' = 40'-0"
OPERATIONS
BUILDING
40' 0' 40' 80'
SCALE: 1''=40'
A1 S-301
SEE SHT G-102
WEST
TRESTLE
TYP
EAST
TRESTLE
S-102 S-103 S-104 S-105 S-106 S-107
P
IE
R G
E N
E R
A L
D E
C K
P
LA
N
NOTE:
MLLW EL 0.00 FT = +1.11 FT NAVD88
WP 3 WP 4
SEE SHT G-102
SEE SHT G-102
WP 2
SEE SHT G-102
WP 1
CONC
CURB
LADDER
PERLIFE RING
PER S-547
M A
TC
H
L
IN
E
S E
E S
-1
'-0
80'-0" 45'-0"25'-0"
1107'-6" TO END OF PIER
2' -6
'-0
'-0
'-0
'-0
'-0
2' -6
7'
-6
'-0
'-0
'-0
'-0
5' -0
CRANE STOP
SEE S-520, OH
OPERATIONS
BUILDING
20'-0"
TYP
18'-6"
5'
-0
'-0
4'-0"
CRANE CABLE
TRENCH
DECK PLAN
SCALE: 1''=10'-0"
'-0
'-0
7' -0
CRANE POWER/
CABLE VAULT
'-0
10'-0" 0'-0'' 10'-0" 20'-0"
SCALE: 1''=10'
62'-0"
FENDER
SYSTEM
PER S-531
TRENCH DRAIN
5'-0"
CORNER
FENDER
PER
FH
CONC CURB
GUARDRAIL
SWFV
NOTES:
1. DENOTES DIRECTION OF DECK
SLOPE FROM HIGH TO LOW.
2. DENOTES FIRE HYDRANT
3. DENOTES STORM WATER FILTER
VAULT, SEE S-553 FOR
STORM WATER FILTER DETAILS.
4. DENOTES SCUPPER, SEE S-547
5. DENOTES TOP OF GRATE ELEVATION
6. DENOTES TOP OF RAIL ELEVATION
7. DENOTES INVERT ELEVATION
8. MLLW EL 0.00 FT = +1.11 FT NAVD88
9. DENOTES CRANE POWER CABLE
TRENCH PER S-511. COORDINATE
DIMENSIONS AND LOCATION WITH
THE CRANE MFR PRIOR TO
CONSTRUCTION.
FH
SWFV
S
TG
INV
TOR
VAULT
COVERS
EXP JT
'-0
S
S
S
S
S
SEWER BASIN AND
EJECTOR PUMP
5' -0
EL 13.50
EL 13.50
A1 S-512
WEST TRESTLE
PER S-111
PULL BOX, SEE
ELEC DWGS AND
SHT S-515, TYP
2'-6"
8'-0"
'-0
EQ EQ
A3 S-402
GROUND TEST
WELL, TYP
11'-0"
A1 S-535
EL 13.60
CRANE STOP
SEE S-520 OH
3' -8
JO
IN
T
EL 13.25 TG
EL 12.61 INV
EL 13.25 TG
EL 12.37 INV
EL 13.43
TRENCH DRAIN
P
IE
R D
E C
K P
LA
N
A
B
C
R E
P
LA
C E
/U P
G R
A D
E P
IE
R
5-
-0
O C
TO
B
E R
, 2
H V
G
M N
M
C B
S
1 2 3 4
/S / C
. S C
H U
LZ
E
C1 S-549
LIFE RING
PER S-547
100-TON BOLLARD
PER S-517, TYP
WP 3
EL 13.58 EL 13.58
EL 13.50
EL 13.68
EL 13.68EL 13.67EL 13.67
EL 13.62
75'-0"
EL 13.50
EL 13.70
6' -6
'-6
'-0
7' -6
155'-6"
8 1/4"
KEY PLAN
NTS
WEST
TRESTLE
(E) EAST
TRESTLE
MAIN PLATFORM
'-0
9'-0"
A1 S-303
B1 S-303
TRENCH DRAIN
FH
LIGHT POLE AND
BASE PLATE PER
ELEC
REMOVABLE TRAFFIC
BOLLARD (5-TOTAL)
PER
DECK STRIPING
PER
'-4
17'-0"
EL 13.55
EL 13.62
EL 13.91EL 13.73EL 13.70
EL 13.70
EL 13.81 EL 13.81
EL 13.70
EL 13.55
EL 13.50
EL 13.91
EL 13.80
EL 13.50
EL 13.91
EL 13.80
EL 13.55
EL 13.70
EL 13.55
S SS S
EL 13.50
EL 13.91
(SEE ARCH'L DWGS FOR BLDG
TOPPING SLAB EL)
EL 13.55
EL 13.55
EL 13.88 EL 13.88
EL 13.68EL 13.68
EL 13.70
SAFETY BARRIER EA
SIDE (3 TOTAL ON
WEST TRESTLE) , TYP
SEE B3
S-549
C4 S-547
C4 S-547
EL 13.75
HOUSEKEEPING PAD PER
COORDINATE THE SIZE AND LOCATION
WITH ELECTRICAL AND MECHANICAL
DRAWINGS PRIOR TO CONSTRUCTION.
SEE SHEET AB101 FOR TOP OF PAD
ELEVATION.
EL 13.73
RESTRICTED
AREA SIGN,
SEE CP111
B1 S-302
22'-0"
LADDER PER
A1 S-547
A1 S-516
WP 2
FIRE ALARM
PULL STATION
PER B3
S-516
B3
CP501
VALVE BOX PER
MECH DWGS
7'-2 3/8"
FACE OF
CRANE STOP
BUMPER, TYP
GROUND TEST WELL
PER ELEC DWGS
AND TYPA3
S-516
EL 13.30
EL 13.28
CRANE RAIL
TOR EL 13.47
CRANE RAIL
TOR EL 13.47
'-0
8'-0"±
A2 S-004
A1 S-546
SIGN
CL
D R
IN
C
R E
P
LA
C E
/U P
G R
A D
E P
IE
R
5-
-0
O C
TO
B
E R
, 2
H V
G
M N
M
C B
S
1 2 3 4
/S / C
. S C
H U
LZ
E
CONC
CURB
'-0
100-TON BOLLARD
PER S-517, TYP
20'-0"
TYP
2' -6
7'
-6
'-0
'-0
'-0
'-0
5' -0
2' -6
7'
-6
'-0
'-0
'-0
'-0
5' -0
'-0
1107'-6"
FH
A1 S-302
FENDER
SYSTEM
PER S-531
A
B
C
R E
P
LA
C E
/U P
G R
A D
E P
IE
R
5-
-0
O C
TO
B
E R
, 2
H V
G
M N
M
C B
S
1 2 3 4
/S / C
. S C
H U
LZ
E
M A
TC
H
L
IN
E
S E
E S
-1
M A
TC
H
L
IN
E
S E
E S
-1
10'-0" 0'-0'' 10'-0" 20'-0"
SCALE: 1''=10'
120 V
ELEC
TRENCH
DRAIN
208 V
ELEC
COMM PW 120 V
ELEC
208 V
ELEC
SWFV
VAULT
COVERS
'-0
'-0
S S
SS
5' -0
60'-0"
TYP
EL 13.50
EL 13.50
A1 S-512
P
IE
R D
E C
K P
LA
N
6'-6"
A3 S-402
B1 S-302
GROUND TEST
WELL, TYP
EL 13.25 TG
EL 12.92 INV
EL 13.25 TG
EL 12.37 INV
TRENCH DRAINTRENCH DRAIN
EL 13.60
LIFE RING
PER S-547
KEY PLAN
NTS
WEST
TRESTLE
(E) EAST
TRESTLE
MAIN PLATFORM
DECK PLAN
SCALE: 1''=10'-0"
GUARDRAIL
CONC CURB
CRANE CABLE
TRENCH 18
'-0
PULL BOX, SEE
ELEC DWGS AND
SHT S-515, TYP
EL 13.30
EL 13.28
GROUND TEST WELL
PER ELEC DWGS
AND TYPA3
S-516CRANE RAIL
TOR EL 13.47
CRANE RAIL
TOR EL 13.47
PIN SOCKET
PIN SOCKET
NOTES:
1. DENOTES DIRECTION OF DECK
SLOPE FROM HIGH TO LOW.
2. DENOTES FIRE HYDRANT
3. DENOTES STORM WATER FILTER
VAULT, SEE S-553 FOR
STORM WATER FILTER DETAILS.
4. DENOTES A 120 VOLT ELECTRICAL
MOUND, SEE S-548
5. DENOTES A 208 VOLT ELECTRICAL
MOUND, SEE S-548
6. DENOTES A COMMUNICATIONS
MOUND, SEE S-548
7. DENOTES A POTABLE WATER
MOUND, SEE S-548
8. DENOTES SCUPPER, SEE S-547
9. DENOTES TOP OF GRATE ELEVATION
10. DENOTES TOP OF RAIL ELEVATION
11. DENOTES INVERT ELEVATION
12. MLLW EL 0.00 FT = +1.11 FT NAVD88
13. DENOTES CRANE PIN SOCKETS PER
S-519. COORDINATE DIMENSIONS
AND LOCATION WITH THE CRANE
MFR PRIOR TO CONSTRUCTION.
14. DENOTES CRANE POWER CABLE
TRENCH PER S-511. COORDINATE
DIMENSIONS AND LOCATION WITH
THE CRANE MFR PRIOR TO
CONSTRUCTION.
FH
120 V
ELEC
208 V
ELEC
COMM
PW
SWFV
S
TG
TOR
INV
16'-0"
D R
A
CL
C
R E
P
LA
C E
/U P
G R
A D
E P
IE
R
5-
-0
O C
TO
B
E R
, 2
H V
G
M N
M
C B
S
1 2 3 4
/S / C
. S C
H U
LZ
E
CONC
CURB
'-0
20'-0"
TYP
2' -6
7'
-6
'-0
'-0
'-0
'-0
5' -0
2' -6
7'
-6
'-0
'-0
'-0
'-0
5' -0
'-0
1107'-6"
FH
60'-0"
TYP
FENDER
SYSTEM
PER S-531
A
B
C
R E
P
LA
C E
/U P
G R
A D
E P
IE
R
5-
-0
O C
TO
B
E R
, 2
H V
G
M N
M
C B
S
1 2 3 4
/S / C
. S C
H U
LZ
E
M A
TC
H
L
IN
E
S E
E S
-1
M A
TC
H
L
IN
E
S E
E S
-1
10'-0" 0'-0'' 10'-0" 20'-0"
SCALE: 1''=10'
A1 S-302
TRENCH DRAIN
SPARE
MOUND
PW 120 V
ELEC
208 V
ELEC
SPARE
MOUND
PW
SWFV
VAULT
COVERS
'-0
'-0
S
S
5' -0
EL 13.50
EL 13.50
A1 S-512
P
IE
R D
E C
K P
LA
N
A3 S-402
1'-6"
B1 S-302
GROUND TEST
WELL, TYP
EQ EQ
80'-0"
EL 13.60
EL 13.25 TG
EL 12.92 INV
EL 13.25 TG
EL 12.37 INV
TRENCH DRAINTRENCH DRAIN
NOTES:
1. DENOTES DIRECTION OF DECK
SLOPE FROM HIGH TO LOW.
2. DENOTES FIRE HYDRANT
3. DENOTES STORM WATER FILTER
VAULT, SEE S-553 FOR
STORM WATER FILTER DETAILS.
4. DENOTES A 120 VOLT ELECTRICAL
MOUND, SEE S-548
5. DENOTES A 208 VOLT ELECTRICAL
MOUND, SEE S-548
6. DENOTES A COMMUNICATIONS
MOUND, SEE S-548
7. DENOTES A POTABLE WATER
MOUND, SEE S-548
8. DENOTES SCUPPER, SEE S-547
9. DENOTES TOP OF GRATE ELEVATION
10. DENOTES TOP OF RAIL ELEVATION
11. DENOTES INVERT ELEVATION
12. MLLW EL 0.00 FT = +1.11 FT NAVD88
13. DENOTES CRANE POWER CABLE
TRENCH PER S-511. COORDINATE
DIMENSIONS AND LOCATION WITH
THE CRANE MFR PRIOR TO
CONSTRUCTION.
FH
120 V
ELEC
208 V
ELEC
COMM
PW
SWFV
S
TG
INV
TOR
100-TON BOLLARD
PER S-517, TYP
LIFE RING
PER S-547
KEY PLAN
NTS
WEST
TRESTLE
(E) EAST
TRESTLE
MAIN PLATFORM
DECK PLAN
SCALE: 1''=10'-0"
GUARDRAIL
CONC CURB
CRANE CABLE
TRENCH
LADDER PER
'-0
PULL BOX, SEE
ELEC DWGS AND
SHT S-515, TYP
FIRE ALARM
PULL STATION
PER B3
S-516
EL 13.30
EL 13.28
GROUND TEST WELL
PER ELEC DWGS
AND TYPA3
S-516 CRANE RAIL
TOR EL 13.47
CRANE RAIL
TOR EL 13.47
LADDER
PER A1
S-547
A1 S-546
CL
D R
C
R E
P
LA
C E
/U P
G R
A D
E P
IE
R
5-
-0
O C
TO
B
E R
, 2
H V
G
M N
M
C B
S
1 2 3 4
/S / C
. S C
H U
LZ
E
CONC
CURB
GUARDRAIL
'-0
20'-0"
TYP
2' -6
7'
-6
'-0
'-0
'-0
'-0
5' -0
2' -6
7'
-6
'-0
'-0
'-0
'-0
5' -0
'-0
1107'-6"
60'-0"
TYP
CONC CURB
CRANE CABLE
TRENCH
A1 S-302
FENDER
SYSTEM
PER S-531
M A
TC
H
L
IN
E
S E
E S
-1
M A
TC
H
L
IN
E
S E
E S
-1
10'-0" 0'-0'' 10'-0" 20'-0"
SCALE: 1''=10'
TRENCH DRAIN
SPARE
MOUND
PW120 V
ELEC
208 V
ELEC
120 V
ELEC
208 V
ELEC
'-0
'-0
S S
S S
5' -0
EL 13.50
EL 13.50
A1 S-512
P
IE
R D
E C
K P
LA
N
NOTES:
1. DENOTES DIRECTION OF DECK
SLOPE FROM HIGH TO LOW.
2. DENOTES FIRE HYDRANT
3. DENOTES A 120 VOLT ELECTRICAL
MOUND, SEE S-548
4. DENOTES A 208 VOLT ELECTRICAL
MOUND, SEE S-548
5. DENOTES A COMMUNICATIONS
MOUND, SEE S-548
6. DENOTES A POTABLE WATER
MOUND, SEE S-548
7. DENOTES SCUPPER, SEE S-547
8. DENOTES TOP OF GRATE ELEVATION
9. DENOTES TOP OF RAIL ELEVATION
10. DENOTES INVERT ELEVATION
11. MLLW EL 0.00 FT = +1.11 FT NAVD88
12. DENOTES CRANE POWER CABLE
TRENCH PER S-511. COORDINATE
DIMENSIONS AND LOCATION WITH
THE CRANE MFR PRIOR TO
CONSTRUCTION.
FH
120 V
ELEC
208 V
ELEC
COMM
PW
S
TG
TOR
INV
A3 S-402
5'-6"
FH
B1 S-302
LIFE RING
PER S-547
EL 13.60
EL 13.25 TG
EL 12.92 INV
TRENCH DRAINTRENCH DRAIN
100-TON BOLLARD
PER S-517, TYP
KEY PLAN
NTS
WEST
TRESTLE
(E) EAST
TRESTLE
MAIN PLATFORM
DECK PLAN
SCALE: 1''=10'-0"
'-0
PULL BOX, SEE
ELEC DWGS AND
SHT S-515, TYP
MINI POWER ZONE,
SEE ELEC DWGS
GROUND TEST WELL
PER ELEC DWGS
AND TYPA3
S-516CRANE RAIL
TOR EL 13.47
CRANE RAIL
TOR EL 13.47
D R
C
R E
P
LA
C E
/U P
G R
A D
E P
IE
R
5-
-0
O C
TO
B
E R
, 2
H V
G
M N
M
C B
S
1 2 3 4
/S / C
. S C
H U
LZ
E
CONC
CURB
'-0
20'-0"
TYP
2' -6
7'
-6
'-0
'-0
'-0
'-0
5' -0
2' -6
7'
-6
'-0
'-0
'-0
'-0
5' -0
'-0
1107'-6"
FH
60'-0"
TYP
A1 S-302
FENDER
SYSTEM
PER S-531
M A
TC
H
L
IN
E
S E
E S
-1
M A
TC
H
L
IN
E
S E
E S
-1
10'-0" 0'-0'' 10'-0" 20'-0"
SCALE: 1''=10'
TRENCH DRAIN
SPARE
MOUND
PW 120 V
ELEC
208 V
ELEC
COMM PW
'-0
'-0
S S
SS
5' -0
EL 13.50
EL 13.50
A1 S-512
P
IE
R D
E C
K P
LA
N
A3 S-4022'-6"
TYP
B1 S-302
B1 S-302
EL 13.60EL 13.60
8'-0"
EQ EQ
EL 13.25 TG
EL 12.92 INV
TRENCH DRAIN TRENCH DRAIN
NOTES:
1. DENOTES DIRECTION OF DECK
SLOPE FROM HIGH TO LOW.
2. DENOTES FIRE HYDRANT
3. DENOTES STORM WATER FILTER
VAULT, SEE S-553 FOR
STORM WATER FILTER DETAILS.
4. DENOTES A 120 VOLT ELECTRICAL
MOUND, SEE S-548
5. DENOTES A 208 VOLT ELECTRICAL
MOUND, SEE S-548
6. DENOTES A COMMUNICATIONS
MOUND, SEE S-548
7. DENOTES A POTABLE WATER
MOUND, SEE S-548
8. DENOTES SCUPPER, SEE S-547
9. DENOTES TOP OF GRATE ELEVATION
10. DENOTES TOP OF RAIL ELEVATION
11. DENOTES INVERT ELEVATION
12. MLLW EL 0.00 FT = +1.11 FT NAVD88
13. DENOTES CRANE POWER CABLE
TRENCH PER S-511. COORDINATE
DIMENSIONS AND LOCATION WITH
THE CRANE MFR PRIOR TO
CONSTRUCTION.
FH
120 V
ELEC
208 V
ELEC
COMM
PW
SWFV
S
TG
TOR
INV
100-TON BOLLARD
PER S-517, TYPLIFE RING
PER S-547
LIFE RING
PER S-547
KEY PLAN
NTS
WEST
TRESTLE
(E) EAST
TRESTLE
MAIN PLATFORM
DECK PLAN
SCALE: 1''=10'-0"
GUARDRAIL
CONC CURB
CRANE CABLE
TRENCH
1'-6"
FH
CRANE RAIL
TOR EL 13.47
LIFE RING
PER S-547
LADDER PER
'-0
'-0
PULL BOX, SEE
ELEC DWGS AND
SHT S-515, TYP
FIRE ALARM
PULL STATION
PER B3
S-516
SWFV
VAULT
COVERS
EL 13.25 TG
EL 12.37 INV
EL 13.30
EL 13.28
GROUND TEST WELL
PER ELEC DWGS
AND TYPA3
S-516
CRANE RAIL
TOR EL 13.47
LADDER
PER A1
S-547
A1 S-546
D R
A
CL
C
R E
P L
A C
E U
P G
R A
E
R
O C
T O
B E
R
H V
G
M N
M
C B
S
1 2 3 4
S
C
S
C H
U L Z
E
CONC
CURB
GUARDRAIL
20'-0"
TYP
60'-0"
TYP
CONC CURB
35'-0" 15'-0"
CRANE
STOP
SEE S-520
1107'-6" TO START OF PIER
CRANE CABLE
TRENCH
A1
S-302
CORNER FENDER
PER
FENDER
SYSTEM
PER S-531
M A
T C
H
L
I N
E
S
S
10'-0" 0'-0'' 10'-0"
20'-0"
SCALE: 1''=10'
2'-6"
6'-10
B1
S-302
TRENCH
DRAIN
120 V
ELEC
208 V
ELEC
VALLEY
EXP JT
S
EL 13.50
EL 13.50
A1
S-512
EL 13.50
TOP OF CONC
EAST TRESTLE
PER SR103
P I E
R
D
E C
K
P
L A
N
EXIST FENDER
SYSTEM
EXIST TIMBER
FENDER PILES
PER SR103
FH
A3
S-402
2'-6"
GROUND TEST
WELL, TYP
LIFE RING
PER S-547
LIFE RING
PER S-547
1'-0"
EL 13.60
EQ EQ
CRANE
STOP
SEE S-520
S
2'-6
JO
IN
T
PIN SOCKET
PIN SOCKET
8'-0"
B1
S-535
EL 13.25 TG
EL 12.61 INV
TRENCH DRAIN TRENCH DRAIN
NOTES:
1. DENOTES DIRECTION OF DECK
SLOPE FROM HIGH TO LOW.
2. DENOTES FIRE HYDRANT
3. DENOTES STORM WATER FILTER
VAULT, SEE S-553 FOR
STORM WATER FILTER DETAILS.
3. DENOTES A 120 VOLT ELECTRICAL
MOUND, SEE S-548
4. DENOTES A 208 VOLT ELECTRICAL
MOUND, SEE S-548
5. DENOTES SCUPPER, SEE S-547
6. DENOTES TOP OF GRATE ELEVATION
7. DENOTES TOP OF RAIL ELEVATION
8. DENOTES INVERT ELEVATION
9. MLLW EL 0.00 FT = +1.11 FT NAVD88
10. DENOTES CRANE PIN SOCKETS PER
S-519. COORDINATE DIMENSIONS
AND LOCATION WITH THE CRANE
MFR PRIOR TO CONSTRUCTION.
11. DENOTES CRANE POWER CABLE
TRENCH PER S-511. COORDINATE
DIMENSIONS AND LOCATION WITH
THE CRANE MFR PRIOR TO
CONSTRUCTION.
FH
SWFV
S
TG
TOR
120 V
ELEC
208 V
ELEC
INV
EL 13.50
TOP OF CONC
100-TON BOLLARD
PER S-517, TYP
C1
S-550
WP4
5'-6
KEY PLAN
NTS
WEST
TRESTLE
(E) EAST
TRESTLE
MAIN PLATFORM
DECK PLAN
SCALE: 1''=10'-0"
SAFETY BARRIER EA
SIDE (2 TOTAL ON
EAST TRESTLE)
SEE
PULL BOX, SEE
ELEC DWGS AND
SHT S-515, TYP
LADDER PER
FIRE ALARM
PULL STATION
PER
B3
S-516
C4
S-550
SWFV
VAULT
COVERS
EL 13.25 TG
EL 12.37 INV
EL 13.30
EL 13.28
GROUND TEST WELL
PER ELEC DWGS
AND TYP
A3
S-516
CRANE RAIL
TOR EL 13.47
CRANE RAIL
TOR EL 13.47
FACE OF
CRANE STOP
BUMPER
2'-9 5/8"
2'-9 5/8"
FACE OF CRANE STOP
BUMPER AND END OF
CRANE CABLE TRENCH
4'-0"
LADDER
PER
A1
S-547
A1
S-546
D R
A I N
C
L
C
L
COORDINATE W/
CRANE MFR AND
ELEC
5'-0"
MLLW EL 0.0
LAND SIDE
CRANE BM
WATER SIDE
CRANE BM
24" OCTAGONAL
PRESTRESSED
CONC PILE, TYP
16" SQ PRESTRESSED
CONC FENDER PILE
20'-0"
A
B
C
R E
P L
A C
E U
P G
R A
E
R
O C
T O
B E
R
H V
G
M N
M
C B
S
1 2 3 4
S
C
S
C H
U L Z
E
MLLW EL 0.0
7'-6"
LAND SIDE
CRANE BM
WATER SIDE
CRANE BM
8'-0" 0'-0'' 8'-0"
16'-0"
SCALE: 1/8"=1'-0''
A1
PIER SECTION
SCALE: 1/8"=1'-0''
B1
PIER SECTION AND LIGHT SUPPORT
SCALE: 1/8" = 1'-0"
17'-0"95'-0"
MAIN PLATFORM
95'-0"
MAIN PLATFORM
CRANE
CABLE
TRENCH
TRENCH DRAIN
PER
24" OCTAGONAL
PRESTRESSED
CONC PILE, TYP
CRANE CABLE
TRENCH
2'-6"
7'-6"2'-6"
NOTES:
1. SEE DECK PLAN FOR DECK ELEVATIONS.
2. MLLW EL 0.00 FT = +1.11 FT NAVD88.
SLAB
PER PLAN
SLAB
PER PLAN
RUBBER
FENDER
STL
WALE
HSS
CHOCK
P I E
R
S
E C
T I O
N
S-102 TO S-107, S-122 TO S-127,
S-142, TO S-147
S-103 TO S-107, S-143 TO S-147
RUBBER FENDER
STL WALE
EDGE OF PIER
BEYOND
16" SQ PRESTRESSED
CONC FENDER PILE
HSS CHOCK
FENDER SYSTEM
PER S-531
LIGHT POLE
PER ELEC
FENDER SYSTEM
PER S-531
80'-0" GAUGE
CONTAINER CRANE
CONC CURB AND
GUARDRAIL PER
B4
S-547
10'-0" 10'-0"20'-0" 20'-0"
5'-0"20'-0"
80'-0" GAUGE
CONTAINER CRANE
10'-0" 10'-0"20'-0" 20'-0"
A1
S-512
TRENCH DRAIN
PER
A1
S-512
DECK
SLOPE
DECK
SLOPE
DECK
SLOPE
DECK
SLOPE
RAIL
C
L
RAIL
C
L
RAIL
C
L
RAIL
C
C
R E
P L
A C
E U
P G
R A
E
R
O C
T O
B E
R
H V
G
M N
M
C B
S
1 2 3 4
S
C
S
C H
U L Z
E
P I E
R
L
O N
G I T
U D
I N
A
M
D E
T A
I L
S
C
H A
N N
D
E
EQ. EQ
NOTES:
1. SIDE BARS AND SLAB REINF NOT SHOWN FOR CLARITY.
2. ELECTRICAL CONDUITS NOT SHOWN ON ELEVATIONS FOR
CLARITY.
3. CONTRACTOR TO COORDINATE REBAR PLACEMENT WITH
CRANE RAIL ANCHOR RODS. SEE S-518.
LOCATE BOT BAR SPLICES PER
MAX 50% OF BOT REINF TO BE
SPLICED AT ANY ONE LOCATION (TYP)
CONC CURB
TOP OF DECK
TOP OF DECK
EQ EQ
STIRRUPS PER SECTION
TYP
1" CLR
TYP
1" CLR
TYP
20'-0"
TYP
BOT OF CONC
SLAB BEYOND
BOT OF CONC
SLAB BEYOND
LOCATE TOP BAR SPLICES PER
AT INTERIOR BAYS. MAX 50%
OF TOP REINF TO BE SPLICED
AT ANY ONE LOCATION (TYP)
20'-0"
TYP
CRANE RAIL
POCKET BEYOND
STIRRUPS PER SECTION
TYP
1" CLR
TYP
1" CLR
TYP
A1
S-510
MID POINT
OF SPLICE
MID POINT
OF SPLICE
C
L R
T Y
P
CONC CURB
AND GUARDRAIL
PER
B4
S-547
S L
R
F R
A M
I N
G
P
L A
N
3" CLR
TYP
P E
R
F
R A
M I N
G
P L
A N
A1
S-004
LOCATE BOT BAR SPLICES PER
MAX 50% OF BOT REINF TO BE
SPLICED AT ANY ONE LOCATION (TYP)
A3
S-142, S-401, S-402
SECTION
SCALE: 3/4"=1'-0''
B1
S-510, S-513
TYP ELEV - LONGITUDINAL BEAM AT GRID PJ (WATERSIDE CRANE BEAM)
SCALE: 3/8"=1'-0''
C1
S-510
TYP ELEV - LONGITUDINAL BEAM AT GRID PK (EDGE BEAM)
SCALE: 3/8"=1'-0''
10'-0"
TYP
A1
S-004
A1
S-510
A1
S-004
LOCATE TOP BAR SPLICES PER
AT INTERIOR BAYS. MAX 50%
OF TOP REINF TO BE SPLICED
AT ANY ONE LOCATION (TYP)
A1
S-004
P E
R
F
R A
M I N
G
P L
A N
10'-0"
TYP
2'-0" 0'-0'' 1'-0"
2'-0"
SCALE: 3/4"=1'-0''
4'-0" 0'-0'' 2'-0"
4'-0"
SCALE: 3/8"=1'-0''
SEE
A3
S-003
P E
R
F
R A
M I N
G
P
L A
N
PER FRAMING PLAN
P E
R
F
R A
M I N
G
P
L A
N
P E
R
F R
A M
I N
G
P
L A
N
CONC PILE
PER PLAN, TYP
BOLLARD WHERE
OCCURS PER S-517
#6 @ 7"
4-#9
9-#10
4-#10
CRANE RAIL AND
POCKET PER
A1
S-518
C
L R
T Y
P
4-#8
SLAB REINF PER
FRAMING PLAN
3" CLR
TYP
C
L R
T Y
P
ELEC CONDUIT,
SEE ELECTRICAL
DWGS
2-#9
7-#9
8-#10
6-#7 SIDE
BARS, EA
FACE
#6 TIES @ 10"
CONC CURB
PER
B4
S-547
NOTE:
FENDER SYSTEM
OMITTED FOR CLARITY
A1
S-142 TO S-147, S-510 TO S-514, S-519, S-541
SECTION
SCALE: 3/4"=1'-0''
2-#9
3-#9
PER FRAMING PLAN
#5 @ 7"
TOP OF CRANE RAIL
ELEV PER DECK PLAN
#5 @ 7"
#5 @ 7"
#5 @ 7"
C O
V E
R
V
A R
I E
S
M
I N
DECK SLAB REINF
PER FRAMING PLAN
6-#10
4-#9
C
L R
T Y
P
C
L R
T Y
P
S L
R
F R
A M
I N
G
P
L A
N
C1
S-510
B1
S-510
C
L R
T Y
P
1'-0"
3"
CLR
#6 @ 8" OC
C
L R
T Y
P
CRACK CONTROL
REINF NOT SHOWN
FOR CLARITY
CRACK CONTROL
REINF NOT SHOWN
FOR CLARITY
6-#7 SIDE
BARS, EA
FACE
ALIGN TIE
REINF W/
FACE OF BM
TIE
C
R E
P L
A C
E U
P G
R A
E
R
O C
T O
B E
R
H V
G
M N
M
C B
S
1 2 3 4
S
C
S
C H
U L Z
E
NOTES:
1. SIDE BARS AND SLAB REINF NOT SHOWN FOR CLARITY.
2. COORDINATE REINFORCING STEEL PLACEMENT WITH
CRANE RAIL ANCHOR RODS. SEE S-518.
TOP OF DECK
EQ. EQ
P E
R
F
R A
M I N
G
P L
A N
8'-0"
TYP
TOP CRANE RAIL
POCKET BEYOND
STIRRUPS PER SECT
TYP
1" CLR
TYP
1" CLR
TYP
C1
S-511
TYP ELEV - LONGITUDINAL BEAM AT GRID ''PD'' (LANDSIDE CRANE BM)
SCALE: 3/8"=1'-0''
A3
S-511
CABLE TRENCH DETAIL
SCALE: 1 1/2"=1'-0''
A1
S-511
A1
S-143 TO S-147, S-510 TO S-514
SECTION
SCALE: 3/4"=1'-0''
MID POINT
OF SPLICE
20'-0"
TYP
P I E
R
L
O N
G I T
U D
I N
A
M
D E
T A
I L
S
L
A N
D
S
I D
E
LOCATE BOT BAR SPLICES PER
MAX 50% OF BOT REINF TO BE
SPLICED AT ANY ONE LOCATION (TYP)
A1
S-004
LOCATE TOP BAR SPLICES PER
AT INTERIOR BAYS. MAX 50% OF
TOP REINF TO BE SPLICED AT
ANY ONE LOCATION (TYP)
A1
S-004
2"
1'-6"
"6
1'-3
2"
2'-0" 0'-0'' 1'-0"
2'-0"
SCALE: 3/4"=1'-0''
4'-0" 0'-0'' 2'-0"
4'-0"
SCALE: 3/8"=1'-0''
1'-0" 0'-0'' 6"
1'-0"
SCALE: 1 1/2"=1'-0''
PER FRAMING PLAN
GUARDRAIL AND
CONC CURB, WHERE
OCCURS PER
B4
S-547
A3
S-511
#5 @ 6"
3-#7 T&B
4-#7
EA FACE
CRANE RAIL AND
POCKET PER
C L
R
C
L R
T Y
P
#7 @ 8" OC
3" CLR
TYP
3" CLR
TYP
CONC PILE
PER PILE PLAN
A1
S-518
CRANE RAIL BEAM.
FOR REINF NOT
NOTED SEE
SLAB REINF PER
FRAMING PLAN
2'-6"
CABLE TRENCH
WHERE OCCURS
PER
ELEC CONDUIT,
SEE ELECTRICAL
DWGS
A1
S-510
3-#9
4-#9
P E
R
F
R A
M I N
G
P
L A
N
TOP OF CRANE RAIL
ELEV PER DECK PLAN
C1
S-511
C
O N
C
S
L A
B
P E
R
F
R A
M I N
G
P
L A
N
C
L R
T Y
P
C
L R
T Y
P
C L
R
3"
CLR
#9 @ 8" OC
1'-4"
2"
CRACK CONTROL
REINF NOT SHOWN
FOR CLARITY
ALIGN TIE REINF
W/ FACE OF BM
C
TRENCH
FILL WITH CONC
NOMINAL CAPACITY = 100 T
APPROXIMATE WT = 3569 lb
NOTE:
GALVANIZE ANCHOR BOLT
ASSEMBLIES AFTER
FABRICATION
1'-2"
ORIENT HORN
TOWARD C OF PIER
4"
2"
2'-0"
2" NON-SHRINK GROUT
FILL COUNTERSINK
W/ EPOXY GROUT
12 STL PLATES 3/8"x6"x2'-10" W/
HOLES FOR BOLTS, PLACE 3 PLATES
IN EACH DIRECTION. PLACE UPPER
PLATES PERPENDICULAR TO FACE
OF PIER.
TOP OF CONC PEDESTAL
8 - 2
" Ø BOLTS
(ASTM F1554
GRADE 105)
STL WASHER
P 1
"x4
"x0'-4
" TYP
BOLLARD
PER
CONC
CURB
A
B
C
R E
P L
A C
E U
P G
R A
E
R
O C
T O
B E
R
H V
G
M N
M
C B
S
1 2 3 4
S
C
S
C H
U L Z
E
A1
S-517
A3
S-517
A1
S-517
2"
3"
A1
S-517
BOLLARD DETAIL
SCALE: 1" = 1'-0"
A3
S-102 TO S-107, S-517
BOLLARD DETAIL
SCALE: 1" = 1'-0"
B1
S-142 TO S-147, S-510
SECTION
SCALE: 3/4" = 1'-0"
B3
S-517
PLAN
SCALE: 3/4" = 1'-0"
B3
S-517
CONC
PEDESTAL
CONC PILE PER
PILE PLAN
CIP CONC BM PER
FRAMING PLAN
P I E
R
P
I L
E
C
T
A I L
S
A
T
B
O L
L A
R D
S
1'-0" 0'-0'' 1'-0"
2'-0"
SCALE: 1"=1'-0''
L
3-#6
8-#6x
6-#6x
3-#6 8-#6x
6-#6x
3" CLR
TYP
NOTE:
BOLLARD NOT SHOWN
FOR CLARITY
P E
R
D E
K
A
N
C BOLLARD
AND CONC
PILE
L
2'-0" 0'-0'' 1'-0"
2'-0"
SCALE: 3/4"=1'-0''
PER
DECK PLAN
10-#11 HEADED BARS
@ 5" OC, CENTER ON
BOLLARD
10-#6 @ 7" OC,
CENTER ON
BOLLARD
5"
3" CLR
TYP
5'-0"
3'-3"
1'-2"
3"
CLR
10-#11 x 20'-0" @ 5" OC, CENTER ON BOLLARD
FOR INFO NOT
NOTED SEE
A1
S-510
C BOLLARD
AND CONC
PILE
L
3"
CLR
MAX 3/8"
RAIL CLIPS, TYP
C R
I T
I C
O N
D I T
I O
N
T O
L E
R A
N C
E
A
S
S
P E
C I F
I E
D
BOT OF RAIL POCKET
A
B
C
R E
P L
A C
E U
P G
R A
E
R
O C
T O
B E
R
H V
G
M N
M
C B
S
1 2 3 4
S
C
S
C H
U L Z
E
A4
S-518
DETAIL - RAIL CLIP LOWER COMPONENT
SCALE: 3"=1'-0''
A1
S-510, S-511, S-518
RAIL SECTION
SCALE: 3"=1'-0''
B4
S-518
DETAIL - RAIL CLIP UPPER COMPONENT
SCALE: 3"=1'-0''
C1
S-518
PLAN - CRANE RAIL
SCALE: 1 1/2"=1'-0''
PREPARE CONC SURFACE
FOR PROPER GROUT
BOND PER MFR'S
RECOMMENDATIONS
1" Ø GALV ANCHOR BOLT
W/ 5" THREADED LENGTH
CAST ANCHOR BOLTS W/
FULL SIZE TEMPLATE OR
SOLE ⅊ ITSELF
A1
S-518
A4
S-518
B4
S-518
1'-8"
LOWER
COMPONENT
UPPER
COMPONENT
P I E
R
C
R A
R
T
A I L
S
L
C1
S-518
6 1/2"
3 3/16"
6 1/2"
3 3/16"
BOT EDGE OF
CONC POCKET
SCALE: NONE
CONTROL JT
OR EXP JT
CONTROL JT
OR EXP JT
10 1/2" 10 1/2"
10 1/2" 10 1/2"
M
M B
E D
5 1/2"5"
4 1/2"
SOLE
RAIL CLIP, TYP
TOP OF CRANE RAIL
ELEV PER DECK PLAN
3 3/4"
1/2" 9'-11 1/2"
LENGTH OF TYP SOLE PLATE
1/2"
1'-8" 3 SPA AT 2'-0" = 6'-0" 1'-8"
11 3/4" 11 3/4"4 SPA AT 2'-0" = 8'-0"
3 3/4"
NOTE:
ALL DIMENSIONS FOR CRANE RAIL POCKET, SOLE PLATE,
ANCHOR BOLT LOCATIONS, RAIL CLIP LOCATIONS, AND
RAIL SHALL BE VERIFIED WITH RAIL, RAIL CLIP, AND PAD
MFR PRIOR TO CONSTRUCTION.
CRANE RAIL
P
L
CRANE RAIL
CRANE RAIL CONC
BM PER
CRANE RAIL CONC
BM PER
2" PVC DRAIN, EXTEND
TO BOT OF DECK
11" 11"
1'-10"
" 6
2"
3-#8 x 9'-0" LONG A706
REBAR 2 SIDES OF HSS
(EAST-WEST DIRECTION)
B2
S-519
" Ø HEADED
ANCHOR (4 TOTAL)
" Ø HEADED
ANCHOR, TYP
E M
B
2" PVC DRAIN
3/4 x 14 x 1'-2"
W/ 1
" Ø HOLE
FOR DRAINAGE
2"
"6
9"
EDGE OF BM
HOLE FOR LIFT
3/4" CHAMFER, TYP
STL NUT OR
COUPLER
C
L R
STL NUT OR COUPLER
(COORDINATE SIZE
W/ 2" PVC PIPE)
4 1/2" 2" 4 1/2"
S E
E
N
O T
1'-9 1/2"
SEE NOTES 3 AND 4
9" 2"
HSS
12x12x
2"
TYP
2 x 22 x 1'-10" W/ 3/4"
RECESS FOR FLUSH COVER
AND 9" x 9" HOLE AT CENTER
3/4 x 13 x 1'-1" W/ 6" x 1
HOLE FOR LIFT
3-#8 AT
EACH SIDE
RAIL AND CONC BM
COVERCOVER
STOP BM BARS AT EA
SIDE OF PIN SOCKET
USE DOUBLE TIES
AT EA SIDE OF PIN
SOCKET
STOP BM BARS AT EA
SIDE OF PIN SOCKET
P
L
P
L
P
L
P
L
P
L
P
L
NOTE:
V
E R
I F
Y
W
I T
H
C
R A
M
F R
1. ALL DIMENSIONS RELATED TO CRANE COMPONENTS SHALL BE
VERIFIED BY CRANE MFR PRIOR TO FABRICATION AND INSTALLATION.
1'-1
2'-3"
7"3" 3"
A
B
C
R E
P L
A C
E U
P G
R A
E
R
O C
T O
B E
R
H V
G
M N
M
C B
S
1 2 3 4
S
C
S
C H
U L Z
E
A1
S-520
ELEVATION
SCALE: 3/4"=1'-0''
A3
S-520
SECTION
SCALE: 3/4"=1'-0''
B3
S-520
DETAIL
SCALE: 1 1/2"=1'-0''
A4
S-513, S-520
DETAIL
SCALE: 1 1/2"=1'-0''
RAIL POCKET
END OF
CRANE RAIL
W12 DIAG NOT
SHOWN FOR
CLARITY
1" Ø BOLT W/ MALLEABLE
IRON WASHER COUNTERSUNK
(TOTAL 6 EA BUMPER )
12x16 TIMBER
BUMPER
DOUGLAS FIR #1
BASE P
PER
A1
S-520
G R
O U
T
P A
D
LEVELING
NUT (TYP)
x7
BASE
2x20x13'-6"
4"
E Q
CIP CONC BM PER
PLAN (REINF NOT
SHOWN FOR CLARITY)
P I E
R
C
R A
U M
P E
R
D
E T
A I L
S
A4
S-520
TYP
A1
S-520
A4
S-520
1'-0" 0'-0'' 6"
1'-0"
SCALE: 1 1/2"=1'-0''
CJP
5"
WP
CRANE
RAIL
"x7x1'-6"
(4 TOTAL)
2'-0" 0'-0'' 1'-0"
2'-0"
SCALE: 3/4"=1'-0''
CJP
", TYP
7"
3"3"
@ 3" OC
(4 SPACES)
@ 3" OC
(4 SPACES)
3" TYP
UNO
3" TYP
UNO
6 5/8"
LEVELING
NUT, TYP
TYP
1'-5 3/4"
4"
1'-4"
3" 3"
1'-2" 2"
3"
1'-4"
4"
9 3/8"
1'-4"
P
L
P
L
P
L
P
L
P
L
P
L
P
L
HP WALE PER
WALE SPLICE @
40'-0" OC PER
PILE STRAP & CHOCK SEAT,
SEE
20"x3'-3
" LONG ARCH
TYPE FENDERS @ 8'-0" OC
HSS CHOCK PER
A
B
C
R E
P L
A C
E U
P G
R A
E
R
O C
T O
B E
R
H V
G
M N
M
C B
S
1 2 3 4
S
C
S
C H
U L Z
E
B1
S-102 TO S-107
PLAN VIEW - FENDER SYSTEM
SCALE: 1/2" = 1'-0"
B4
S-531, S-532
DETAIL
SCALE: 1" = 1'-0"
PLAN VIEW
B4
S-531
1'-4
" 4
"4
8"
1'-4
P R
O J E
C T
I O
N
A1
S-531, S-532, S-535
TOP VIEW - PILE STRAP & CHOCK SEAT
SCALE: 1 1/2" = 1'-0"
A2
S-531
FRONT ELEV - PILE STRAP AND CHOCK SEAT
SCALE: 1 1/2" = 1'-0"
A4
S-531, S-535
SIDE ELEV - PILE STRAP AND CHOCK SEAT
SCALE: 1 1/2" = 1'-0"
A1
S-531
B1
S-532
1'-0" 0'-0'' 6"
1'-0"
SCALE: 1 1/2"=1'-0''
1'-0" 0'-0'' 1'-0"
2'-0"
SCALE: 1"=1'-0''
2'-0" 0'-0'' 2'-0"
4'-0"
SCALE: 1/2"=1'-0''
1/2"x4"
CHOCK SEAT
2-5/8" Ø WELDED
STUD BOLT
1/2" PILE
STRAP
A4
S-531
A2
S-531
7/8"x1
OVERSIZED
SLOTTED HOLES
5/8" Ø WELDED
STUD BOLT
BAR 3"x1/2"x1'-4
P I E
R
F
E N
D E
R
S
Y S
T E
M
D
E T
A I L
S
1/2" PILE STRAP
BENT BAR EA SIDE
BAR 3"x1/2"x1'-4
5/8" Ø WELDED
STUD BOLT, TYP
PROJ.
2'-0"
TYP
2"Ø DRAIN
HOLES, TYP
1/2" STIFF TOP
AND BOT, TYP
5/16
1/4
B1
S-534
A2
S-534
C1
S-534
CJP
" x 2" OVERSIZED
SLOTTED HOLES EA SIDE
OF 1
" HOLE
NOTES:
EXISTING ITEMS SALVAGED FOR REUSE ON THIS FENDER SYSTEM ARE:
1. CONC FENDER PILES.
2. PILE STRAPS AND CHOCK SEATS.
3. HSS CHOCK (CUT TO FIT PILE LAYOUT INDICATED).
4. ALL UHMW FACING ON PILE, STRAPS AND CHOCKS (CUT RUB STRIPS ON CHOCKS TO FIT PILE
LAYOUT INDICATED).
5. CHAIN AND CHAIN ANCHOR PLATE.
6. ALL FENDER SYSTEM ELEMENTS SALVAGED AND INTENDED TO BE REUSED WILL BE INSPECTED
AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO INSTALLATION. ITEMS NOT APPROVED
FOR REUSE SHALL BE REPLACED IN-KIND.
7. ALL PILES INTENDED TO BE REUSED SHALL BE CLEANED BY THE CONTRACTOR OF ALL MARINE
GROWTH AND SOIL PRIOR TO INSPECTION BY THE CONTRACTING OFFICER.
8. ALL STEEL MEMBERS TO BE REUSED SHALL BE HOT-DIP RE-GALVANIZED PRIOR TO INSTALLATION.
A2
S-534
B4
S-531
TYP
A2
S-534
1" Ø GALV BOLTS
W/ WASHER AND
DOUBLE NUT
2 1/8"
2 1/8"
CJP
7/8" x 1
" OVERSIZED
SLOTTED HOLES EA SIDE
x4 x1'-2"
"x4
" CHOCK SEAT
"x4
" STIFF
" STIFF
P
L
P
L
P
L
P
L
P
L
P
L
P
L
P
L
P
L
E C. r-
LO
I •
I
I
< GC2 }-
I
< H2 }-rl H1 1 16
Y GC1 )
0 I I I - - - • I
7(
QO I
\ I I I
- ' - J
½) \u @I @I 10 4- ' -- ' - 3 3 L@
\� -c:l
- - C) -rJl
- 7
©- T
L® ◄ A3
5 '-E-507
18 ., J,1
3/4"C-3#10 & 15
1®\
TYP 17
1#10 GND
-{ LNS l TO OPERATIONS
BLDG. TEL. ROOM
NOTES:
� \, [.J
NOTE:
FOR CRANE POWER ENTRANCE SEE STRUCTURAL DRAWINGS.
'81
"'1� CRANE POWER CONDUCTORS CONNECTION
1,.,- _. SCALE: NOT TO SCALE E-104
1. TWO REQUIRED RIGHT.
2. MATERIAL FOR TURNOVER ANCHOR SHALL BE STAINLESS STEEL #304.
R = 4'-0" -----...
0 0
-t
0 0
TURNOVER ANCHOR - ELEVATION
SCALE: NOT TO SCALE E-507
I I
JIJ I
0 -
G 5 • I I•
L -
� - L
5 I II
G r------, NOTE:
I-
L
NOTES:
(D TURNOVER ANCHOR ASSEMBLY INCLUDES ENTRY BELL
AND MOUNTING PLATE.
@ ENTRY BELL.
@ MOUNTING PLATE.BOLTED TO VAULT WALL.[GFE; CRANE INSTALL]
@ CABLE CLAMP SUPPLIED/INSTALLED BY CRANE CONTRACTOR.
@ FLOOR-MOUNTED, PVC COATED GALVANIZED UNISTRUT
SUPPORT FOR TERMINATIONS.
@ CRANE FEEDER FROM SWITCHGEAR MS.
(j) CABLE TO CRANE SUPPLIED BY CRANE CONTRACTOR.
@ STRESS RELIEF TERMINATORS AND ALL SPLICES BY
CRANE CONTRACTOR.
@ SHEATH SEAL KIT COLD SHRINK BY CRANE
CONTRACTOR.
@ CABLE GRIP TO RELIEVE STRESS ON CABLE BY CRANE
CONTRACTOR.
@ CABLE CLAMP PLATE #304 STAINLESS STEEL. MOUNT
CABLE CLAMP TO PLATE.
@ 25 WATTS LED LIGHT, ENCLOSED AND GASKETED WITH
CLEAR GLOBE AND GUARD, MOUNTED ON CAST BOX.
@ GFCI WEATHERPROOF 120V DUPLEX RECEPTACLE.
(SURFACE MOUNTED).
@ 2" CONDUIT, FROM 120V POWER PANEL PB IN
OPERATIONS BUILDING. CIRCUITS 14,16,18.
@ WEATHERPROOF TWIST LOCK RECEPTACLE FOR SUMP
PUMP. ADD TWIST LOCK PLUG TO SUMP PUMP
CONNECTION CORD. (SURFACE MOUNTED).
@ WEATHER PROOF 120V TOGGLE SWITCH FOR LIGHT. SEE
NOTE 12 ABOVE.
@ GALVANIZED WALL-MOUNTED CABLE RACK.
@ 3/4" CONDUIT 2#10 AND 1#10 GND.
CRANE _/r POWER PIT
�------,=====�--------I-�
FOR VAULT DETAILS SEE STRUCTURAL DRAWINGS.
I
, "'II CRANE POWER PIT
.... A3 ... SCALE: NOT TO SCALE E-507
SEE E-601 FOR CONDUIT
AND FEEDER SCHEDULE
US Army Corps of Engineers
Sacramento District f
1<1<�<11<1<1<11<1<� 1
� 0 :
= :g ;1 j., g w
:!; )ii iu •• � ,n C i I� � 12 ·"' "' E u � � � ��l �
0 C = "' u =
• N �o
00 N k k . . fQ�a:
I :!! 11:� k -- "'·"' :,; _g i----:w
I'! � � 8!
z ,-C w "' "' "' w "' 0 o:'. 0 w z a: <( C w o:'. C I-
0 c2 ...I z "' � 0 o,_ w ""' z :5 o,_ ww o:'.
w t-z z i'.li '-' u0 >- -o:'. 0 ::J 0
Sheet reference number:
E-507
* PIER 2 CONSTRUCTION DRAWING MARKED FOR CRANE PROCUREMENT CONTRACT
1) GFE - GOVERNMENT FURNISHED EQUIPMENT (TO BE INSTALLED BY CRANE CONTRACTOR)
2) SUBDUED ITEMS COMPLETED BY PIER CONSTRUCTION CONTRACTOR, RETAINED FOR REFERENCE ONLY
[GFE; CRANE INSTALL]
[GFE; CRANE INSTALL]
j.a.jackson2.civ Rectangle j.a.jackson2.civ Rectangle j.a.jackson2.civ Rectangle j.a.jackson2.civ Rectangle j.a.jackson2.civ Rectangle j.a.jackson2.civ Rectangle j.a.jackson2.civ Rectangle j.a.jackson2.civ Rectangle
C
R E
P L
A C
E U
P G
R A
E
R
O C
T O
B E
R
H V
G
M N
M
C B
S
1 2 3 4
S
C
S
C H
U L Z
E
NOTE:
MLLW EL 0.00 FT = +1.11 FT NAVD88
FOR PAVEMENT MARKINGS AND
STRIPING DETAILS SEE
20' 0' 20'
40'
SCALE: 1''=20'
KEY PLAN
NTS
WEST
TRESTLE
(E) EAST
TRESTLE
MAIN PLATFORM
M A
T C
H
L
I N
E
S
20' 7' 9' 8' 9' 7' 14' 6'
150' ± TYP
CRANE RAIL
CRANE RAIL
A3
CP111, CP112
DECK LANE STRIPING DETAIL
SCALE: 1" = 10'
A1
CP111
SIGN - WEST END (E) PIER 2
SCALE: NONE
A2
CP112
SIGN - EAST END (E) PIER 2
SCALE: NONE
A1
CP111
A3
CP111
A3
CP111
A1
CP501
A1
CP501
A1
CP501
TYP
A1
CP501
TYP
TRENCH DRAIN
B3
CP501
OPS BLDG
2.25'
3'
3'
3'
POWER CABLE TRENCH
TYP
NOTE:
1. UPPER SIGN APPROXIMATELY 11' x 9'.
2. LOWER SIGN APPROXIMATELY 6' x 4'.
3. SIGNS SHALL BE SALVAGED AND
REINSTALLED OR NEW SIGNS SHALL
BE PROVIDED.
NOTE:
1. SIGN APPROXIMATELY 12' x 10'.
2. SIGN SHALL BE SALVAGED AND
REINSTALLED OR NEW SIGN
SHALL BE PROVIDED.
B1
CP501
REINSTALL
SIGN PER
DECK STRIPING PLAN
SCALE: 1''=20'
10' 0' 10'
20'
SCALE: 1''=10'
P I E
R
D
E C
K
S
T R
I P
I N
G
A N
D
S
I G
N A
G
A
N
A1
CP501
pmccarthy Received Stamp To Be Replaced with Revised Striping Plan
| Appendices 1 |
| Appendices 2 |
| Appendices 3 |
| Appendices 4 |
| Appendices 5 |
| Appendices 6 |
| Appendices 7 |
| Appendices 8 |
| Appendices 9 |
| Appendices 10 |
| Appendices 11 |
| Appendices 12 |
| Appendices 13 |
| Appendices 14 |
| Appendices 15 |
| Appendices 16 |
| Appendices 17 |
| Appendices 18 |
| Appendices 19 |
| Appendices 20 |
| Appendices 21 |
| Appendices 22 |
| Appendices 23 |
| Appendices 24 |
| Appendices 25 |
| Appendices 26 |
| Appendices 27 |
| Appendices 28 |
| Appendices 29 |
| Appendices 30 |
| Appendices 31 |
File details come from the government source that posted it. Updated .