W912HY20B0023-PLANS.PDF
PDF 6 MB Posted
- Attached to
- FY20 Neches Salt Water Basin Stop Logs
- Solicitation number
- W912HY20B0023
About this file
This set of engineering drawings and specifications is for the construction of stop logs for the Neches Salt Water Barrier Project in Beaumont, Texas. Key details include the construction of twelve stop log units made of structural steel, with lifting lugs and rubber seals, to be placed in a storage yard. The project also requires building a lifting frame and concrete pads. The solicitation is from the U.S. Army Corps of Engineers Galveston District for full and open competition under contract number W912HY20B0023. Products and services must meet specifications for materials, welding, coatings, and inspections. Dimensions, drawings, notes and testing requirements are provided.
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| File | Type | Posted |
|---|---|---|
| AMEND-0002_W912HY20B0023.pdf | ||
| AMEND-0001_W912HY20B0023.pdf | ||
| W912HY20B0023-Specs.pdf |
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Galveston District of Engineers
US Army Corps
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SOLICITATION NO.:
CONTACT NO.:
ISSUE DATE:
employment as required by ER 1110-1-8152.
individuals appear on these project documents within the scope of their of Engineers. The initials or signatures and registration designations of
This project was designed by the Galveston District of the U.S. Army Corps
CHIEF, ENGINEERING AND CONSTRUCTION DIVISION
ROBERT C. THOMAS, P.E.
MAINTENANCE STOP LOGS
SABINE-NECHES WATERWAY, TEXAS
BEAUMONT, TEXAS
NECHES RIVER SALTWATER BARRIER
W912HY20B0000
W912HY20C0000
DATE 2020
SWG FILE NO.: SN 150-29
G-001
C O
V E
R S
H E
E T of Engineers
US Army Corps
Galveston District
U.T.-ULTRASONIC TESTING
TYP. -TYPICAL
STIFF.-STIFFENER
STD-STANDARD
RAD. -RADIUS
R.T.-RADIOGRAPHIC TESTING
P-PLATE
N.T.S.- NOT TO SCALE
N.S. -NEAR SIDE
M.T.-MAGNETIC PARTICAL TESTING
GALV.-GALVANIZED
FLG.-FLANGE
FCM-FRACTURE CRITICAL MEMBER
F.S.-FAR SIDE
EL.-ELEVATION
DIA.-DIAMETER
CG-CENTER OF GRAVITY
C-CENTERLINE
S-109 - CONTROL DIMENSIONS
S-108 - STOPLOG PICK-UP RIGGING
GUIDE BLOCK
S-107 - PROTECTED SIDE ELEVATION, VIEW SECTIONS AND
S-106 - LIFTING LUG, RUBBER SEAL AND OTHER DETAILS
S-105 - DETAILS
S-104 - LIFTING LUG DETAIL AND OTHER DETAILS
GUSSET PLATE DETAIL
S-103 - TRUSS, UPSTREAM ELEVATION, LIFTING DETAIL AND
S-102 - PLAN, ELEVATIONS AND TYPICAL SECTIONS
S-101 - GENERAL NOTES AND TRUSS DIAGRAM
L
L
INDEX:
ABBREVIATIONS:
VICINITY MAP
GALVESTON
HOUSTON
FREEPORT
MATAGORDA
DALLAS
FT.
WORTH
AUSTIN
SAN ANTONIO
CORPUS
CHRISTI
BROWNSVILLE
ARK.
LA.
T E X A S
100 0 100 200
SCALE OF MILES
ARTHUR
PORT
PECOS
R
IV
E R
R I O
G R A N D E
N U
E C
E S
RI
VER
SAN ANTONIO
R.
RIVER
C O
L O
R A
D O
B R
A Z
O S R
IV
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T R
IN
IT
Y
R E D R I V E R
SABINE
N E
C H
E S
RIVER
R
IV
E R
R
IV
E R
NEW
MEXICO
OKLAHOMA
MEXICO
Mexico
Gulf of
LOCATION
PROJECT
LOCATION
PROJECT
SCALE IN FEET
0 100 200 300
PLAN
3,511,500X=
3,512,000X=
3,512,500X=
3,513,000X=3,513,000X=
3,512,500X=
3,512,000X=
3,511,500X=
,0
,5
Y
,0
,0
Y
,9
,5
Y
,9
,0
Y
,9
,5
Y
,9
,0
Y
,9
,5
Y =1
,9
,0
Y
,9
,5
Y
,0
,0
Y
,0
,5
Y
NECHES R
IVER
NECHES R
IVER
BIGNER RD.
A N
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G A
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Galveston District of Engineers
US Army Corps
M A
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STOPLOG STORAGE
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Galveston District of Engineers
US Army Corps
M A
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S N
S-101
G E
N E
R A
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E S A
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S S D
IA
G R
A M
FCM FCM FCM FCM FCM FCM
F C
M
F C
M
F C
M F C
M F C
M F C
M F C
M F C
M F C
M
U0 U1 U2 U3 U4 U5 U6 U7 U8
L1 L2 L3 L4 L5 L6 L7
C UPPERL
CHORD
C LOWERL
CHORD
C TOPL
TRUSS
C BOTTOML
TRUSS
7'-3 1/2" 7'-3 1/2" 7'-3 1/2" 7'-3 1/2" 7'-3 1/2" 7'-3 1/2" 7'-3 1/2" 7'-3 1/2"
F C
M
F C
M
F C
M
F C
M
F C
M
F C
M
F C
M
F C
M
F C
M
C B
E A
R
IN
G
LL
F L
O W
7'-3 1/2" 7'-3 1/2" 7'-3 1/2" 7'-3 1/2" 7'-3 1/2" 7'-3 1/2" 7'-3 1/2" 7'-3 1/2"
58'-4"
C B
E A
R
IN
G
58'-4"
SCALE:3/8"=1'
0 2' 4' 6'
SCALE:3/8"=1'
0 2' 4' 6'
8. ALL FILLET WELDS TO BE USED IN FABRICATION AND ERECTION SHALL BE 1/4" UNLESS OTHERWISE NOTED.
7. ALL WELDS SHALL BE MADE WITH E70XX ELECTRODES UNLESS OTHERWISE NOTED.
6. ALL WELDS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED.
AWS D1.5/D1.5M, EXCEPT AS MODIFIED BY THE CONTRACT SPECIFICATIONS.
5. WELDING SHALL CONFORM TO PROVISIONS OF THE LATEST EDITION OF THE "BRIDGE WELDING CODE", OFFICER FOR APPROVAL.
AND 100% UT. LOCATIONS OF SPLICES AND JOINT DETAILS SHALL BE SUBMITTED TO THE CONTRACTING
4. SKIN PLATE SPLICES SHALL BE COMPLETE JOINT PENETRATION GROOVE WELDS GROUND SMOOTH
TESTING SHALL BE IN ACCORDANCE WITH ASTM A673.
WHEN TESTED AT 70 DEGREES F. NO INDIVIDUAL CVN VALUE SHALL BE LESS THAN 20 FT-LB.
MINIMUM AVERAGE CHARPY V-NOTCH (CVN) FRACTURE TOUGTHNESS VALUE OF 25 FT-LB
3. FRACTURE CRITICAL MEMBERS (DENOTED F.C.M.) - ALL MATERIAL FOR FCM SHALL HAVE A
FOR WIDE FLANGE BEAMS UNLESS OTHERWISE NOTED OR SPECIFIED.
2. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A709 GR. 50 FOR PLATES AND ASTM A709 GR. 50S
1. TWELVE (12) STOP LOGS UNITS REQUIRED.
OR APPROVED BY CONTRACTING OFFICER.
16. SPLICES IN GIRDER FLANGES, WEBS, AND SKIN PLATES WILL NOT BE PERMITTED UNLESS SHOWN ON THE DRAWINGS
15. COPES AND WELD ACCESS HOLES SHOWN ON DRAWINGS DESIGNATE TYPICAL DETAILS FOR SIMILAR MEMBERS.
14. COPES AND WELD ACCESS HOLES SHALL HAVE A MINIMUM RADIUS OF 1-1/2" UNLESS OTHERWISE NOTED OR SPECIFIED.
13. PAINT IN ACCORDANCE WITH THE SPECIFICATIONS.
12. RUBBER SEALS SHALL BE CONTINUOUS AND WATERTIGHT WITH VULCANIZED SPLICES UNLESS OTHERWISE NOTED.
11. WELDING SYMBOLS SHOWN ON THE DRAWINGS DESIGNATE TYPICAL WELDS FOR SIMILAR JOINTS.
THE STRENGTH OF THE THINNER BASE METAL THICKNESS JOINED UNLESS OTHERWISE NOTED OR SPECIFIED.
10. ALL GROOVE WELDS SHALL BE COMPLETE JOINT PENETRATION GROOVE WELDS AND ALL FILLET WELDS SHALL DEVELOP
U.T. - ULTRASONIC, M.T. - MAGNETIC PARTICLE INSPECTION, AND R.T. RADIOGRAPHIC.
9. NON-DESTUCTIVE TESTING REQUIREMENTS ARE INDICATED ON WELDING SYMBOLS AND IN THE CONTRACT SPECIFICATIONS.
TRUSS DIAGRAM
GENERAL NOTES:
ELEVATION
L
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SHEET ID
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1 98765432
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U .S
A R
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P S O
F E
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G C
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A N
S I
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SHEET ID
Galveston District of Engineers
US Army Corps
M A
IN
T E
N A
N C
E S
T O
P L
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S N
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H E
S R
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E R S
A L T
W A
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R B
A R
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R B
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A S
S A
B
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E C
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S W
A T
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W A
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A S
D A
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W
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B
W
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S N
D T
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IC
A L S
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N S
P L
A N E
L E
V A
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SCALE:3/8"=1'
0 2' 4' 6'
S-103
S-104
S-103
S-103
S-103
S-103
S-103
S-107
S-106
S-102
S-105
S-105
S-105
S-105
U0 U1 U2 U3 U4 U5 U6 U7 U8
DAM PIERDAM PIER
L1 L2 L3 L4 L5 L6 L7
58'-4"
29'-2"C. TO C. LIFTING LUGS
F L
O W
CL
CL
58'-4"
3/8" X 3" STIFF. PL
3/8" X 3-1/2" PL WITH
SCALE:3/8"=1'
0 2' 4' 6'
SCALE:3/8"=1'
0 2' 4' 6'
PLAN
UNPROTECTED SIDE ELEVATION
PROTECTED SIDE ELEVATION
56' 0"
61' 5"
58' 4"
1' 2"1' 8"
L
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P R
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H E D
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P
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G C
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A N
S I
B
SHEET ID
Galveston District of Engineers
US Army Corps
M A
IN
T E
N A
N C
E S
T O
P L
O G
S N
E C
H E
S R
IV
E R S
A L T
W A
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R B
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A S
S A
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S W
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W A
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A S
D A
T E
W
H Y
B
W
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C
S N
T R
U S S
C B
O T
TRUSS
C BOT.
TRUSS
C TOPT
R
U S S
C T
O P
L
L
L
L
10'-1 1/4"
5'-0 5/8"
5'-0 5/8"
4'-0"
4'-0"
S-104
2 3 4 5
DETAIL
GUSSET PLATE
DETAIL
GUSSET PLATE
DETAIL
GUSSET PLATE
DETAIL
GUSSET PLATE
DETAIL
GUSSET PLATE
S-103
DETAIL
GUSSET PLATE
S-103
B
S-104
C
S-104
TYP, U.T. 100%
CJP, GROUND SMOOTH
TYP, U.T. 100%
CJP, GROUND SMOOTH
TYP, U.T. 100%
CJP, GROUND SMOOTH
THE RESPONSIBILITY OF THE FABRICATOR.
MINIMUM GUSSET PLATE REQUIREMENTS. ACTUAL DIMENSIONS FOR FIT-UP IS
1. THE GUSSET PLATE DIMENSIONS ARE APPROXIMATE DIMENSIONS BASED ON
NOTE:
FOR CLARITY.
1. BEARING BOX REMOVED
NOTE:
1'-3"
TRUSS SYM. ABOUT CL
U0
U1 U2 U3 U4
L1 L2 L3 L4
L
L
LL
L
L
TYP, U.T. 100%
CJP. GROUND SMOOTH,
DETAIL
DETAIL
S-103
S-103S-103
A N
D G
U S
S E
T P
L A
T E D
E T
A
IL
T R
U S
S P
L A
N
U P
S T
R E
A M E
L E
V A
T
IO
N
SCALE:3/4"=1'
0 1' 2' 3'
S C
A
LE
:3/4"=
1'
1'
2'
3'
SCALE:3/4"=1'
0 1' 2' 3'
SCALE:3/4"=1'
0 1' 2' 3'
SCALE:3/4"=1'
0 1' 2' 3'
SCALE:3/4"=1'
0 1' 2' 3'
SCALE:3/4"=1'
0 1' 2' 3'
SCALE:3/4"=1'
0 1' 2' 3'
S-102
S-102 S-102 S-102 S-102
SCALE:3/4"=1'
0 1' 2' 3'S-102
SCALE:3/4"=1'
0 1' 2' 3'
SCALE:3/4"=1'
0 1' 2' 3'
46.17°
TYP.
46.17°
TYP.
43.83°
TYP.
43.83°
TYP.
43.83°
TYP.
46.17°
2' 4 3/4 "2' 4 3/4 "
1 3/8 "
1 1/2 "
1' 5 1/2 " 29' 2"
7 1/2 "
3' 8 7/8 "
3' 3 7/8 "
2' 7 1/16 "
1' 11 1/8 "
1' 10 1/8 "
2' 8"
1' 3"
10 9/16 "
1' 5 5/16 "
1' 11"
1' 0"
8 11/16 "
1' 0"
1' 1"
8 3/8 " 8 11/16 "
2' 1 7/8 "1'-2 1/8"
5 15/16"
1'-4 15/16"
5 15/16"
7 5/16"
3'-1 15/16"
5 15/16"
7"
10 15/16"
1' 2"
1 7/16"
2"
1'-0"
7"
7' 0"
38.36° 46.61°
28.75°
61.25°
PLAN
P R
O T E C T E D S
ID
E E
LE
V A T
IO
N
PROTECTED SIDE ELEVATION
8 1/16"
TYP. TOP & BOT.
2 " DIA. DRAIN HOLE
FCM
WT12X72
R 1"
1/2" P
1/2" P
1/2" P 1/2" P
1/2" P
1/2" P
1/2" SKIN PL FCM
FCM
3/8"X4.5" STIFF. PL N.S.
1/2"X8" PL WITH
FCM
3/8"X4.5" STIFF. PL N.S.
1/2"X8" PL WITH
FCM
3/8"X4.5" STIFF. PL N.S.
1/2"X8" PL WITH
FCM
3/8"X4.5" STIFF. PL N.S.
1/2"X8" PL WITH
3/8" X 3" STIFF. PL F.S.
5/8" X 3-1/2" PL WITH
FCM
3/8"X4.5" STIFF. PL N.S.
1/2"X8" PL WITH
W12X72
3/8"X3" STIFF. PL
5/8"X3 1/2" PL WITH
R 1 1/2"
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
S W
G F
IL
E N
O
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
P
R J
G C
IT
R
A N
S I
B
SHEET ID
Galveston District of Engineers
US Army Corps
M A
IN
T E
N A
N C
E S
T O
P L
O G
S N
E C
H E
S R
IV
E R S
A L T
W A
T E
R B
A R
R
IE
R B
E A
U M
O N
T T
E X
A S
S A
B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
D A
T E
W
H Y
B
W
H Y
C
S N
1/2" GUSSET P TYP.L
W12X72 FCM
FCM
W12X72
L
L
W12X72
5/8 " PL
5/8 " SEAL P
1/2 " SKIN P
L
L
W12X72
5/8 " SEAL P
W12X72
5/8 " P
FCM
W12X72
W12X72
W12X72 FCM
L
3'-0" 5'-0"
1/2 "
5'-0" 3'-0"
1/2"
1'-0"
1'-0 1/4"5'-11 2/3"1'-0 1/4"
W12X72
8'-0 1/8"
1/2 " SKIN P
FCM
3/8"X4.5" STIFF. PL N.S.
1/2"X8" PL WITH
FCM
3/8"X4.5" STIFF. PL N.S.
1/2"X8" PL WITH
1/2" GUSSET PL
1/2" GUSSET PL
TYP.
R 1/2 "
8'-0 1/8"
2'-5 1/4 "4'-6 3/4 "
1'-6" 1'-6"
4 7/16 "
1 1/2" PL
1 1/2" PL
C.G.
W12X72
4'-11"
4'-11"
R 1-1/2"
R 1" TYP.
HOLE TYP.
R 1" WELD ACCESS
3"
FINISH OF 500
FINISHED TO A SURFACE
WELD SHALL BE
FULL PENETRATION
2 " ON EA. SIDE OF
2" W12X72
R 1/2"
R 1-1/2"
1'-0"
1'-0 1/4"
8 1/2"
S-103
S-104
100% U.T.
TYP.
25% M.T.
TYP.
100% M.T.
TYP.
1/4 "
1/4 "
TYP.
100% U.T.
TYP.
25% M.T.
TYP.
A N
D O
T H
E R D
E T
A
IL
S
L
IF
T
IN
G L
U G D
E T
A
IL
TYP.
100% U.T.
CJP,
100% U.T.
CJP,
AND 100% R.T.
CJP, 100% U.T.
AND 100% R.T.
CJP, 100% U.T.
W12X72
L
1/4 "
1/4 "
1/4 "
1/4 "
1/4 "
1/4 "
1/4 "
100% U.T. TYP.
CJP, GROUNDED SMOOTH,
5 1/16"
1' 2'0 6"
SCALE:1-1/2"=1'
1' 2'0 6"
SCALE:1-1/2"=1'
1' 2'0 6"
SCALE:1-1/2"=1'
1' 2'0 6"
SCALE:1-1/2"=1'
1' 2'0 6"
SCALE:1-1/2"=1'
BOTH FLANGES
100% U.T. TYP.
CJP, GROUNDED SMOOTH,
BOTH FLANGES
100% U.T. TYP.
SMOOTH,
GROUNDED
CJP,
BOTH FLANGES
100% U.T. TYP.
SMOOTH,
GROUNDED
CJP,
BOTH FLANGES
100% U.T. TYP.
CJP, GROUNDED SMOOTH,
100% U.T.
TYP.
1/4 "
100% U.T.
TYP.
1/4 "
100% R.T.
100% U.T., TYP,
1" R TYP.
1/2" x 5" STIFF. P TYP.
100% R.T.
CJP, 100% U.T.,
FOR CLARITY.
1. BEARING PLATES REMOVED
NOTE:
100% U.T.
TYP.
1/4 "
THE DIAGONAL CHORD.
BEYOND THE BOTTOM FLANGE OF
VERTICAL MEMBER THAT EXTENDS
1. NOTCH EXPOSED FLANGE OF EDGE
NOTE:
2 1/16 "4 1/8 "2 1/16 "
L
B
C S-103
S-103
LIFTING LUG DETAIL
S-105
S-105
S-105
S-105
DETAIL7
S-102
S-104
DETAIL14
S-104
SECTION
SECTION
HOLE DIAMETER 2 1/8"
4 7/16 "
2 1/16 "
3"
1 1/2" P FCM
9 3/16 "
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
S W
G F
IL
E N
O
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
P
R J
G C
IT
R
A N
S I
B
SHEET ID
Galveston District of Engineers
US Army Corps
M A
IN
T E
N A
N C
E S
T O
P L
O G
S N
E C
H E
S R
IV
E R S
A L T
W A
T E
R B
A R
R
IE
R B
E A
U M
O N
T T
E X
A S
S A
B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
D A
T E
W
H Y
B
W
H Y
C
S N
3"
3 3/4 "1/2"1/2"
6"
10 15/16"
6"
7 1/2 "
3 3/4 "
7 1/2 "
W12X72
CONTINUOUS
1" X 1" BAR
SPA. @ 1'-0" C. TO C.
1/2 " COUNTERSUNK BOLT
DRILL 9/16 " DIA. HOLE FOR
4"
1/2"
10 15/16"
2 3/4" 1 1/2"
LOWER CHORD UPPER CHORD
T O
P O
F S
T O
P L
O G
S B
O T
O F S
T O
P L
O G
S 48 REQ'D
BEARING STORAGE PL
1'-0 1/4"X6"X1"
1 1/2 "
5 2/16"
5 1/6"
5 3/4"
9 1/2"
S-105
100% U.T.
TYP.
100% M.T.
TYP.
1/4 "
100% M.T.
TYP.
100% M.T.
TYP.
1/4 "
D E
T A
IL
S
1/4 " 25% M.T.
TYP.
1/4 "
1 1/2 " TYP.
100% M.T.
TYP.
5/8 " SEAL P
5/8 P
L
L
25% M.T.
TYP.
1/4 " 1/4 "
25% M.T.
TYP.
1/2 " STIFF PL
L
1/2 " STIFF PL
1/2 " STIFF PL
5/8 " P
5/8 " P
S-107
SEAL DETAIL
CLAMPING PLATE
1/2" X 2"
TYP.
1/4 "
100% U.T.
TYP.
100% U.T.
TYP.
100% U.T.
TYP.
100% U.T.
TYP.
SCALE: 3"=1'
3" 6" 9" 12" 0
SCALE: 3"=1'
3" 6" 9" 12" 0
SCALE: 3"=1'
3" 6" 9" 12"
SCALE: 3"=1'
3" 6" 9" 12" 0
SCALE: 3"=1'
3" 6" 9" 12" 0
SCALE: 3"=1'
3" 6" 9" 12" 0
SCALE: 3"=1'
3" 6" 9" 12"
1' 2'0 6"
SCALE:1-1/2"=1'
25% M.T.
TYP.
1/4 "
1/4 "
SCALE: 3"=1'
3" 6" 9" 12"
L
SCALE: 3"=1'
3" 6" 9" 12"0
SCALE: 3"=1'
3" 6" 9" 12" 0
SCALE: 3"=1'
3" 6" 9" 12"
4"
DETAIL9 DETAIL10
S-102 S-102
DETAIL11
S-102
M
S-105
D
S-105
H
S-105
DETAILD
S-105
S-104
DETAILF
S-105
S-104
DETAILH
S-105
S-104
S-105
DETAIL
S-105
STORAGE LAYOUT
S-106
22 TOP GUIDE BAR
S-106
23 BOTTOM GUIDE BAR
S-105
M
S-105
N
N
S-105
VIEW VIEW
6"
7"
1 1/2 "
1' 1"
2" 5"
1' 1"
6"
7"
4"1"
5"
1 1/2 "2"
2"
6"
3"
3"
1"
1"
5/8 "
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
S W
G F
IL
E N
O
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
P
R J
G C
IT
R
A N
S I
B
SHEET ID
Galveston District of Engineers
US Army Corps
M A
IN
T E
N A
N C
E S
T O
P L
O G
S N
E C
H E
S R
IV
E R S
A L T
W A
T E
R B
A R
R
IE
R B
E A
U M
O N
T T
E X
A S
S A
B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
D A
T E
W
H Y
B
W
H Y
C
S N
1'-0"
5'-0"
1 1/2 "
1/2 " PL
5"
4'-1"
1/2 " PL
1'-1"
1'-4"
30 FEET
HEAD
DESIGN
, 00 LBS
WEIGHT
NEC 0
2'-10"
1-3/8"
1/2 " PL
1'-5 1/2 "
1'-2"
9"
5 1/2 "
1'-0 13/16 "
2"
8 1/2 "
3 7/8 "
6"
6"
1'-0"
1 1/2 "
7 7/16 "7"7"
1 1/2 "
TYP.
1'-0"
6"
2 7/8 "
1/2 " PL
2" 2 5/8 "
2"
6 1/2 "11 7/16 "
5"
2 5/8 "
1'- 0 13/16"
1'-5 15/16"
1'-2 1/8 "
1 1/2 "
1'-1"
5'-0"
8 1/2 "
1'-0"
1'-0"
1'-0"
1'-0"
1 1/2 "
2"
L
SCREW TYP.
HOLE FOR 1/2" COUNTERSUNK
DRILL 9/16" DIA. THROUGH
LAYOUT
DETAIL FOR HOLE
GUIDE BLOCK SEE
L
SHOWN FOR CLARITY
REMAINDER NOT
1/2" SKIN P FCM1/2" P
5'-0"
1'-5 1/2 "
1'-5 1/2 "
S-107
LAYOUT ON SHEET
DETAIL FOR HOLE
GUIDE BLOCK SEE
5"
S-106
100% U.T.
TYP.
1/4 "
100% U.T.
TYP.
100% U.T.
TYP.
1/4 "
L
100% U.T.
TYP.
1/4 "
L
L
1/4"
100% U.T.
TYP.
1/4 "
100% U.T.
TYP.
1/4" L
TYP., 100% U.T.
CJP. GROUND FLUSH,
TYP., 100% U.T.
CJP. GROUND FLUSH,
100% U.T.
CJP, TYP.
1/4"
TYP.
1/4"
1/4"
V
IE
W S
E C
T
IO
N A
N D S
E A
L D
E T
A
IL
TYP.
1' 2'0 6"
SCALE:1-1/2"=1'
1' 2'0 6"
SCALE:1-1/2"=1'
1' 2'0 6"
SCALE:1-1/2"=1'
1' 2'0 6"
SCALE:1-1/2"=1'
1' 2'0 6"
SCALE:1-1/2"=1'
1' 2'0 6"
SCALE:1-1/2"=1'
1' 2'0 6"
SCALE:1-1/2"=1'
1' 2'0 6"
SCALE:1-1/2"=1'
100% U.T.
TYP.
1/4 "
1/4 "
1/4 "
L
100% R.T.
100% U.T.
CJP., TYP.
100% U.T.
CJP., TYP.
100% U.T.
CJP., TYP.
TYP., 100% U.T.
EXCEPT TOP,
100% U.T.
TYP.,
100% U.T.
TYP.,
BOT.,
EXCEPT
100% U.T.
TYP.,
W12X72
W12X72
1/2 " X 4 " STIFF P
BOLT TYP.
HOLE FOR 1/2" COUNTERSUNK
DRILL 9/16" DIA. THROUGH
S-107
LAYOUT ON SHEET
DETAIL FOR HOLE
GUIDE BLOCK SEE
SCREW TYP.
COUNTERSUNK
HOLE FOR 1/2"
THROUGH
DRILL 9/16" DIA.
1/2 " P
1/2"X5" STIFF. P
1/2"X5" STIFF. P
TYP, TOP & BOT.
1/2" STIFF. PL N.S. & F.S.,
BLOCK
1-1/2" GUIDE/BEARING
S-107
LAYOUT ON SHEET
SEE DETAIL FOR HOLE
1 1/2" GUIDE/ BEARING BLOCK
1" GUIDE BLOCK
STOPLOG
THE BOTTOM OF
RUBBER SEAL ALONG
FLANGE TO EXTEND
NOTCH BOTTOM
1/2 " P
CLAMPING BAR 5/16 "
5/16 "
5/16 "
5/16 "
J
J S-106
S-106
S-102
S-107
S-107
SECTIONSECTIONK
S-106
S-106
K
S-106
I
SECTIONSECTIONI
S-106
S-102
VIEWVIEW WITH RECESS SEAL DETAILL
S-106
S-106
L
VIEW
S-105
S-105
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
S W
G F
IL
E N
O
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
P
R J
G C
IT
R
A N
S I
B
SHEET ID
Galveston District of Engineers
US Army Corps
M A
IN
T E
N A
N C
E S
T O
P L
O G
S N
E C
H E
S R
IV
E R S
A L T
W A
T E
R B
A R
R
IE
R B
E A
U M
O N
T T
E X
A S
S A
B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
D A
T E
W
H Y
B
W
H Y
C
S N
1/2 " PL
R 1 1/2 "
4"
7 1/2 "
1'-0"
1'-0"
3'-0"
1'-0"
W12X72
4'-0"
L
5'-0"
SHOWN FOR CLARITY
REMAINDER NOT
1/2" SKIN P FCM
1 1/2 "
5'-0"
2"
1'-1"
5"
3"
2"
3"
2"
3"
2 1/2 "
5 1/2 "
5 1/2 "
5 1/2 "
5 1/2 "
5 1/2 "
5 1/2 "
5 1/2 "
5 1/2 "
5 1/2 "
5 1/2 "
2 1/2 " 1 1/2 "
1 1/2 "
6 1/2 "
5 1/2 "
5 1/2 "
5 1/2 "
5 1/2 "
5 1/2 "
5 1/2 "
5 1/2 "
5 1/2 "
6 1/2 "
1 1/2 "
S-107
100% U.T.
TYP.
100% U.T.
TYP.
100% M.T.
TYP.
100%M.T.
TYP.
1/4 "
1/4 "
1" THICK
MAKE 4 PER STOPLOG
1/2" P
1/2" P
1/2" P
W12X72
1" P
CONTINOUS
1" X 1" BAR
L
L
L
L
9/16" DIA. HOLE
R 1/2"
TRUSS SYM. ABOUT CL
TYP. TYP. TYP. TYP. TYP.
TYP.
STIFF. P
1/2" X 4"
L
FCM
W12 X 72
TYP.
STIFF. P
1/2" X 4"
L
C TOP TRUSSL
C BOT. TRUSSL
SHOWN FOR CLARITY
REMAINDER NOT
1/2" SKIN P FCML
TYP, U.T. 100%
CJP, GROUND SMOOTH,
1 1/2" THICK
MAKE 2 PER STOPLOG
ULTRA-HIGH MOLECULAR WEIGHT POLYETHYLENE (UHMW-PE) PLASTIC.
COMPOSITE GUIDE LOCKS AND GUIDE/BEARING BLOCKS SHALL CONSIST OF4.
LENGTH AND NUTS TO INSTALL THEM ON THE STOPLOGS UNITS.
AND MARKED. INCLUDED IN THE CRATE SHALL BE BOLTS OF ADEQUATE
THE SPARE GUIDE BLOCKS AND GUIDE/ BEARING BLOCKS SHALL BE CREATED 3.
1 1/2" GUIDE/ BEARING BLOCKS INSTALLED.
STOPLOG UNITS SHALL BE FURNISHED WITH 1" THICK GUIDE BLOCKS AND 2.
FOR GENERAL NOTES PAGE SEE SHEET S-101.1.
NOTES:
COUNTERSUNK BOLT
HOLE FOR 1/2"
DRILL A 9/16" DIA.
COUNTERSUNK BOLT
HOLE FOR 1/2"
DRILL A 9/16" DIA.
SURFACE ATOP THE STOPLOG.
SEAL AND PROVIDE A WATERTIGHT
NOTCH PLATE TO EXTEND RUBBER
BAR
CLAMPING
1/2" X 2"
V
IE
W S
E C
T
IO
N S A
N D G
U
ID
E B
L O
C K
P R
O T
E C
T E
D S
ID
E E
L E
V A
T
IO
N
SCALE:3/4"=1'
0 1' 2' 3'
SCALE: 6"=1'
3" 4"2"1" 1' 2'0 6"
SCALE:1-1/2"=1'
1' 2'0 6"
SCALE:1-1/2"=1'
1' 2'0 6"
SCALE:1-1/2"=1'
1' 2'0 6"
SCALE:1-1/2"=1'
1' 2'0 6"
SCALE:1-1/2"=1'
1/4 "
100% U.T.
TYP.
100% U.T.
TYP.
1/2" COUNTERSUNK SCREW
DRILL A 9/16" DIA. HOLE FOR
FLAT CIRCULAR WASHER
316 SS HEAVY HEX NUT AND
COUNTERSUNK SCREW WITH
1/2" - 316 SS HEX DRIVE FLAT HEAD
1 1/4 "
1"
3"
6 1/2"
1"
1"
5' 0" 4' 0"
2' 6"1/2 " 2' 6"2' 6"2' 3 1/2 " 1' 0"
7' 3 1/2 "7' 3 1/2 "7' 3 1/2 "7' 3 1/2 "1' 5 1/2 "
29' 2"
1/2 "
S-106
S-107
SECTIONA
S-102
PROTECTED SIDE ELEVATION
S-106
VIEW GUIDE/ BEARING BLOCKGUIDE BLOCKSECTION21
S-107
SEAL DETAIL
11 7/16 "
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
S W
G F
IL
E N
O
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
P
R J
G C
IT
R
A N
S I
B
SHEET ID
Galveston District of Engineers
US Army Corps
M A
IN
T E
N A
N C
E S
T O
P L
O G
S N
E C
H E
S R
IV
E R S
A L T
W A
T E
R B
A R
R
IE
R B
E A
U M
O N
T T
E X
A S
S A
B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
D A
T E
W
H Y
B
W
H Y
C
S N
S-108
T
O P
L O
G P
IC
K -U
P R
IG
G
IN
G
SKIN PLATE SIDE
SCALE:1"=1'
1' 2'
SCALE:1"=1'
1' 2'
A-1337 STOCK NO. 1015154
35,300 LB W.L.L.
3/4" ALLOY CONNECTING LINK (TYP.)
SPECTRUM 10 STOCK NO. 273858
35,300 LB W.L.L.
3/4" ALLOY CHAIN (TYP.)
A-1337 STOCK NO. 1015154
35,300 LB W.L.L.
3/4" ALLOY CONNECTING LINK (TYP.)
A-342 STOCK NO. 3522215
35,300 LB W.L.L.
1-1/4W ALLOY MASTER LINK (TYP.)
A-342 STOCK NO. 3522215
35,300 LB W.L.L.
1-1/4W ALLOY MASTER LINK (TYP.)
HG-228 STOCK NO. 1033054
37,000 LB W.L.L.
2 X 24 JAW & JAW TURNBUCKLE (TYP.)
A-1345N STOCK NO. 1011556
105,900 LB W.L.L.
3/4" MASTER LINK ASSEMBLY (TYP.)
STOCK NO. 1021094
STOCK NO. 1021244 &
G-209RP W/ "D" HANDLE
25 T W.L.L.
SUBSEA SHACKLE (TYP.)
SEE NOTES 4 TO 6
INSTALLED WITH EASE.
WIRE ROPE LENGTH MUST BE SIZED SO THAT SHACKLE PIN AND COTTER PIN WOULD BE6.
TIED WITH APPROPRIATE 316 SS CAST WIRE ROPE CLIPS.
COTTER PIN MUST BE ATTACHED TO SHACKLE PIN HANDLE WITH 1/8 IN 316 SS WIRE ROPE5.
BEYOND ALLOY MASTER LINK. SETUP SHALL BE SUBMITTED FOR APPROVAL.
CAST WIRE ROPE CLIPS. WIRE ROPE LOOP MUST BE SIZED SO THAT IT DOES NOT GO
EQUIPPED WITH 316 SS SWIVEL. WIRE ROPE MUST BE TIED WITH APPROPRIATE 316 SS
SHACKLE PIN SHALL BE ATTACHED TO PICK-UP RIGGING WITH A 1/8 IN 316 SS WIRE ROPE4.
MAKE TWO (2) SETS OF PICKUP RIGGING.3.
CENTER OF GRAVITY OF THE STOPLOG TO THE CRANE HOOK.
LEAVE SUFFICIENT GAP IN THE TURNBUCKLE TO BE ABLE TO MATCH2.
APPROVED EQUAL.
LIFTING EQUIPMENT SHALL BE OF THE CROSBY GROUP PRODUCT LINE OR1.
NOTES:
3"
MIN. HEIGHT -14'-7"
MIN. HEIGHT -14'-7"
45°
29'-2" CL TO CL OF LIFTING LUGS
45°
STOPLOG PICK-UP RIGGING
SKIN PLATE SIDE
STOPLOG PICK-UP RIGGING
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
S W
G F
IL
E N
O
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
P
R J
G C
IT
R
A N
S I
B
SHEET ID
Galveston District of Engineers
US Army Corps
M A
IN
T E
N A
N C
E S
T O
P L
O G
S N
E C
H E
S R
IV
E R S
A L T
W A
T E
R B
A R
R
IE
R B
E A
U M
O N
T T
E X
A S
S A
B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
D A
T E
W
H Y
B
W
H Y
C
S N
H
O R
D
U P
P E
R
C
L
O W
E R
L L C H
O R
D
C TOP TRUSSL
C BOT. TRUSSL
I
K L
J
M N
SCALE:3/8"=1'
0 2' 4' 6'
S-109
C O
M T
R O
L D
IM
E N
S
IO
POUNDS.
UP TO NEAREST HUNDRED
WEIGHT SHALL BE ROUNDED2.
OF MEMBER CENTERLINES.
FROM INTERSECTION
DIAGONAL DIMENSIONS TAKEN1.
NOTES:
U0 U1 U2 U3 U4 U5 U6 U7 U8
L1 L2 L3 L4 L5 L6 L7
A
C D
E F
H G
C
C
L
L
B
SCALE:3/4"=1'
0 1' 2' 3'
SCALE:3/8"=1'
0 2' 4' 6'
SCALE:3/8"=1'
0 2' 4' 6'
PLAN
TYPICAL SECTION
PROTECTED SIDE ELEVATION
UNPROTECTED SIDE ELEVATION
| G-0 |
| 150-29S-XX |
| 150-29S-XX |
| S-1 |
| 150-29S-XX |
| 150-29S-XX |
| 150-29S-XX |
| 150-29S-XX |
| 150-29S-XX |
| 150-29S-XX |
| 150-29S-XX |
| 150-29S-XX |
| 150-29S-XX |
| 2020-06-25T10:58:32-0500 | |
| THOMAS.ROBERT.CHARLES.III.1062686924 |
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