W912ES24R0002_PLANS.pdf
PDF 24 MB Posted
- Attached to
- LOCK AND DAM 5A ROUTINE GATE MAINTENANCE Federal contract opportunity
- Solicitation number
- W912ES24R0002
About this file
This document is a Request for Proposal (RFP) for the Lock and Dam No. 5A Routine Gate Maintenance project. The U.S. Army Corps of Engineers, St. Paul District is soliciting a contractor capable of providing all labor, material, and equipment necessary to repaint/repair the dam roller gates, rehabilitate the bulkhead trucks and tainter gate bulkheads, and perform roller gate cathodic protection. The anticipated magnitude of this project is between $25.0 Million and $100.0 Million, with a NAICS code of 237990 (Other Heavy and Civil Engineering Construction). The resulting contract will be a Firm, Fixed-Price contract, and the solicitation is a Total Small Business set-aside, to be evaluated as Lowest Price Technically Acceptable (LPTA). Offerors must be registered in the System for Award Management (SAM) and have the Representations and Certifications sections completed prior to award.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912ES24R0002 0004 - Amendment 0004.pdf | ||
| W912ES24R0002 Amendment 0003 Specifications.pdf | ||
| W912ES24R0002 0003 - Amendment 0003.pdf | ||
| W912ES24R0002 Amendment 0003 Plans.pdf | ||
| Amendment 0002 - Results from the Inspection of the Roller Gate Dam Bulkheads at Lock and Dam 5A Attachment UPDATED 25JUNE2024.pdf | ||
| W912ES24R0002 0002 - Amendment 0002.pdf | ||
| W912ES24R0002 0001 - Amendment 0001.pdf | ||
| W912ES24R0002_SPECS.pdf | ||
| W912ES24R0002_REFERENCE DRAWINGS.pdf |
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FOUNTAIN CITY, WI
LOCK & DAM 5A
MISSISSIPPI RIVER
LD 5A ROUTINE GATE MAINTENANCE
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SOLICITATION NO.:
CONTRACT NO.:
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APPROVED BY:
APPROVAL RECOMMENDED BY:
CHIEF DIVISIONENGR & CONST
EC-D
CHIEF
CHIEF BRANCH
BRANCH
CHIEF BRANCH
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OF ALL DRAWINGS IN THIS SET.
SIGNATURES INDICATE OFFICIAL RECOMMENDATION
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
DOCUMENTS WITHIN THE SCOPE OF THEIR
INDIVIDUALS APPEAR ON THESE PROJECT
SIGNATURES AND REGISTRATION DESIGNATIONS OF
DISTRICT CORPS OF ENGINEERS. THE INITIALS OR
THIS PROJECT WAS DESIGNED BY THE ST. PAUL
TECHNICAL LEAD
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W912ES24R0002
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PLAN - VICINITY MAP
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SCALE: NTS
PLAN - LOCATION MAP
A1
TABLE - VERTICAL AND HORIZONTAL CONTROL POINTS
ALLOY CAP NEAR PARKING LOT664.043,237,719.59734026.01LD5ADW
4" BRASS CAP ON LANDWALL IN LINE WITH UPSTREAM EDGE OF DAM PIERS.662.313,236,691.59733,237.69"D1" LD5A
NGS PID PO0388680.673,237,575.65734,704.57V124
NGS PID PO0392663.08--W 124
NGS PID PO0714-3,231,303.54730,520.44DYKE
NGS PID DO7763666.743,228,197.14723,221.308506 AH
NGS PID DJ4675660.063,227,578.21745,366.94MILTON S GPS
DESCRIPTIONELEVATIONEASTINGNORTHINGNAME
VERTICAL AND HORIZONTAL CONTROL POINTS
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RIVERS & LAKES
LOCK AND DAM
NATIONAL BOUNDARIES
DISTRICT BOUNDARIES
STATE BOUNDARIES
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ELEVATIONS REFER TO NAVD88, GEOID 18.3.
MINNESOTA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE.
HORIZONTAL COORDINATES BASED ON U.S SURVEY FEET NAD 832.
TO THE CONTRACTING OFFICER UPON CONTRACT AWARD.
VERTICAL CONTROL POINT ARE AVAILABLE BY REQUEST TO THE
THE DIAGRAMS AND DETAILED DESCRIPTIONS OF HORIZONTAL AND1.
GENERAL NOTES
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WATER VALVE
FIRE HYDRANT
SANITARY SEWER
EXISTING
STORM SEWER
EXISTING
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EXISTING UNDER-
EXISTING GAS
SHEETPILE
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BUILDINGS
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GENERAL LEGEND
AND NUMBER
LOCATION
BORING
3 DIMENSIONAL
POINT
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2 DIMENSIONAL
POINT
CONTROL
1 DIMENSIONAL
POINT
CONTROL##
DESCRIPTION
CONSTRUCTION DRAWING INDEX
PRODUCT I.D.
DRAWING NO.
AS-BUILT
REF.
SHEET
EC100
S-511
S-510
S-509
S-508
S-507
S-506
S-505
S-504
S-503
S-502
S-501
CS103
CS102
CS101
G-101
G-004
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G-001
ROLLER GATE SKIN PLATE ANODE LAYOUT, GENERAL NOTES & DETAILS
ELECTRICAL DRAWINGS
ROLLER GATE UPSTREAM ELEVATION
END DISCS DRIVEN & NON DRIVEN DETAILS
END DISCS NON DRIVEN END & GENERAL NOTES
END DISCS DRIVEN END & GENERAL NOTES - SHEET 2 OF 2
END DISCS DRIVEN END & GENERAL NOTES - SHEET 1 OF 2
ROLLER GATES SHIELD DETAILS
ROLLER GATE INTERMEDIATE BRACING GENERAL NOTES
ROLLER GATES END SHIELDS - SHEET 3 OF 3
ROLLER GATED END SHIELDS - SHEET 2 OF 3
ROLLER GATES END SHIELDS - SHEET 1 OF 3
STRUCTURAL BILL OF MATERIALS
STRUCTURAL DRAWINGS
STAGING AREA 3 & GENERAL NOTES - SHEET 3 OF 3
STAGING AREA NORTH & GENERAL NOTES - SHEET 2 OF 3
STAGING AREA SOUTH & GENERAL NOTES - SHEET 1 OF 3
STAGING AREA
GENERAL SITE PLAN & GENERAL NOTES
REFERENCE DRAWING INDEX
DRAWINGS INDEX, GENERAL NOTES & LEGEND
VICINITY MAP, CONTROL POINT TABLE & LOCATION MAP
COVER SHEET
GENERAL SHEET
LD5AGM_G-101.dgn
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SUPPLEMENTAL INFORMATION
DETAIL/SECTION
1" =XXX'
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VIEW SUBTITLETOP
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ELEVATION SECTION A-A
DrawingIdentifier
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SheetName
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DETAIL SYMBOL
CJ CONSTRUCTION JOINT
CMP CORRUGATED METAL PIPE
CONCRETE
DIAMETER
EACH FACE
EXPANSION JOINT
ELEVATION
DRAWINGDWG
CONC
DIA
EF
EJ
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GENERAL ABBREVIATIONS
C/L
BOTTOMBOT
CENTER LINE
APPROXIMATE
ALTERNATE WITH
ALUMINUM
BITUMINOUS
APPROX
ALT W/
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BITUM
* UNLESS OTHERWISE NOTED ON EACH SHEET
C&G
CLR
CURB & GUTTER
CLEAR
EXIST EXISTING
EACH WAYEW
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FLARED END SECTION
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LOCK AND DAM 5A HYDROLOGIC INFORMATIONR-001 - R-009
PIER NO. 14 - MASONRY DETAILSM-L5A-40/42-FS
GENERAL PLAN OF STORAGE YARDM-L5A-40/39-FS
PIER NO. 1 - HANDRAILINGM-L5A-40/26-FS
DETAILS OF PLATES, LADDER RUNGS, ANCHOR BOLTS, AND NOSE PLATESM-L5A-40/26-FS
PIER NO. 11 - ABUTMENT MASONRY DETAILSM-L5A-40/26-FS
PIER NO. 7-10 - MASONRY DETAILSM-L5A-40/20-FS
PIER NO. 6 -TRANSITION MASONRY DETAILSM-L5A-40/16-FS
PIERS NO. 2-5 - RECESS FOR FIXED METAL PARTSM-L5A-40/15-FS
PIERS NO. 2-5 - MASONRY DETAILSM-L5A-40/13-FS
DAM GENERAL PLANM-L5A-40/1-FS
STORAGE YARD - ELECTRICAL PLAN AND ELEVATIONM-L5A-56/15-FS
STORAGE YARD - ELECTRICAL SYSTEM LIGHTINGM-L5A-56/15-FS
EMERGENCY BULKHEAD - ROLLER GATES - STORAGE TRUCK DETAILSM-L5A, 6-58/14A-FS
EMERGENCY BULKHEAD - ROLLER GATES - STORAGE TRUCKS ASSEMBLY AND DETAILSM-L5A, 6-58/13A-FS
TAINTER GATE STOPLOGS AND PICKUP DEVICEM-L5A-58/9-FS
EMERGENCY BULKHEAD - TAINTER GATES - ROLLER AND SIDE SEAL DETAILSM-L5A-58/6-FS
EMERGENCY BULKHEAD - TAINTER GATES - PLAN & ELEVATIONM-L5A-58/5-FS
EMERGENCY BULKHEAD - ROLLER GATES - END REACTION AND GUIDE ROLLER ASSEMBLYM-L5A-58/4-FS
EMERGENCY BULKHEAD - ROLLER GATES - REACTION AND GUIDE WHEEL ASSEMBLYM-L5A-58/3-FS
EMERGENCY BULKHEAD - ROLLER GATES - SECTION & DETAILSM-L5A-58/2-FS
EMERGENCY BULKHEAD - ROLLER GATES - PLAN & ELEVATIONM-L5A-58/1-FS
ROLLER GATE PIER AND TAINTER GATE PIER SECTION ELEVATIONSM-R5A-5/9
ROLLER GATE - GENERAL ARRANGEMENT SECTION & ELEVATIONM-L5A-47/1-FS
ROLLER GATE - FIXED METAL FOR TRACKS (2)M-L5A-40/33-FS
ROLLER GATE - BULKHEAD RECESS AND BEARING DETAILSM-L5A-40/29-FS
ROLLER GATE - APRON AND SILL MASONRY DETAILSM-L5A-40/11-FS
ROLLER GATE - PIER DESIGN DATA M-L5A-40/A-FS
ROLLER GATE - PIERS 2, 3, 4, 5 ELECTRICAL PLAN AND SECTIONM-L5A-56/022
ROLLER GATE - PIERS 1 AND 6 ELECTRICAL PLAN AND SECTIONM-L5A-56/021
ROLLER GATE - HEATER INSTALLATION DETAILS M-L5A-56/6-FS
ROLLER GATE - HEATERS AND INSTALLATIONM-L5A-56/5-FS
ROLLER GATE - EMBEDDED CONDUITM-L5A-56/2A-FS
ROLLER GATE - ACCESS HOLES AND COVERSM-L5A-47/7
ROLLER GATE - RAPIRS TO GATE NO. 2M-L5A-47/6
ROLLER GATE - DESIGN DATAM-L5A-47/4-FS
ROLLER GATE - LOAD ANALYSISM-L5A-47/3-FS
ROLLER GATE - HANGER ASSEMBLY AND DETAILSM-L5A-47/2C-FS
ROLLER GATE - AUXILIARY POSITION INDICATORM-L5A-47/2A-FS
ROLLER GATE - ASSEMBLY OF OPERATING MACHINERYM-L5A-47/2-FS
ROLLER GATE -FIXED METAL FOR TRACKSSD-D5A-83
ROLLER GATE - MISC DETAILS AND CHAIN ANCHORSD-D5A-81
ROLLER GATE - DRUM DETAILS (3)SD-D5A-80
ROLLER GATE - DRUM DETAILS (2)SD-D5A-79
ROLLER GATE - DRUM DETAILS (1)SD-D5A-78
ROLLER GATE - SHOP ASSEMBLIES FOR APRONSD-D5A-77
ROLLER GATE - APRON FRAMES AND CHANNELSSD-D5A-76
ROLLER GATE - APRON & SEALSSD-D5A-75
ROLLER GATE - ASSEMBLY OF END DRUMSSD-D5A-74
ROLLER GATE - DRUM DETAILS NONDRIVE ENDSD-D5A-73
ROLLER GATE - DRUM DETAILS DRIVE ENDSD-D5A-72
ROLLER GATE - CHAIN TRACK & RIM EXT.SD-D5A-71
ROLLER GATE - END DISC AND CHANNELSSD-D5A-70
ROLLER GATE - END DISCSD-D5A-69
ROLLER GATE - LOAD DISC SECTIONSSD-D5A-68
ROLLER GATE - LOAD DISC DETAILSSD-D5A-67
ROLLER GATE -END SHIELDS (2)SD-D5A-66
ROLLER GATE -END SHIELDS (1)SD-D5A-65
ROLLER GATE - DRUM ASSEMBLYSD-D5A-64
ROLLER GATE - BAFFLE DETAILSSD-D5A-63
ROLLER GATE - ERECTION DIAGRAMSD-D5A-60
ROLLER GATE - MACHINERY SUPPORT AND GATE HANGERSD-D5A-59
ROLLER GATE - HEATING ELEMENTS - DRUMSSD-D5A-56
ROLLER GATE - RACK AND RIM ASSEMBLYSD-D5A-55
ROLLER GATE - SILL DETAILSSD-D5A-54
ROLLER GATE - DETAILS OF RACK SUPPORTSD-D5A-53
ROLLER GATE - HEATER BOXES & ANCHORSSD-D5A-51
ROLLER GATE - RACK AND RIM DETAILSSD-D5A-50
ROLLER GATE - LAYOUT OF RACK AND GEAR RIMSD-D5A-49
ROLLER GATE - DRUM & APRON BRACINGSD-D5A-48
ROLLER GATE - INTERMEDIATE BRACINGSD-D5A-47
ROLLER GATE - APRON DETAILSSD-D5A-46
ROLLER GATE - END SHIELD & ARMATURESD-D5A-45
ROLLER GATE - END DISCS & CHANNEL RIBSSD-D5A-44
ROLLER GATE - LOAD DISCS & END DISCSSD-D5A-43
ROLLER GATE - GENERAL ARRANGEMENTSD-D5A-42
DESCRIPTIONDRAWING NO.
REFERENCE DRAWING INDEX
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E L
E V
A T
IO
N
D A
T U
M
V E
R T
IC
A
L C
O N
T R
O L
C
O O
R D
IN
A
T E
S Y
S T
E M
H
O R
IZ
O
N T
A L
C O
N T
R O
L
C O
M B
IN
E
D F
A C
T O
R
C F
G E
O
ID
GENERAL SHEET NOTES
FIELD VERIFY ALL DIMENSIONS.
SITE CONDITIONS MAY VARY FROM REFERENCE DRAWINGS.1.
W
2E S2
4R
AD
VE
R
TI
SE
M
EN
T
M
AY
N
O N -D
R
IV
E N -E
N D E
N D D
IS
C P
E R R
O
LL
E R G
AT
E S
E E S
H E E T S S
S
R
O
LL
E R G
AT
E S ' X 0'
D R
IV
E N -E
N D E
N D D
IS
E S
H E E T S S
S
T
O
TA
L R
O
LL
E R G
AT
E S E
N D S
H
IE
LD
S
R O
LL
E R G
AT
E
IN
T E R
M E D
IA
T E B
R A C
IN
G C
R O S S S
E C T
IO
N S
E E S
H E E T S
R O
LL
E R G
AT
E C
AT
H
O D
IC
P
R O T E C T
IO
N S
E E S
H E E T
E C
A N
S I
D
F O
U N
T A
IN
C
IT
Y
W
I
L O
C K
D
A M
A
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
A
R O
U T
IN
E
G A
T E
M A
IN
T
E N
A N
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
J S
E N
G
E N
E R
A L
N O
T E
S
G E
N E
R A
L S
IT
E
P L
A N
G-101
M .S
H E
N O
U D
A
E T
O R
R E
A
G M
G
-1 .d
E M
M
D
M N
S P
C S
S
O U
T H
Z O
N E
-U .S
S
U R
V E
Y F
T
N A
V D
.9
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:0
:5
P
M
/9 /2
L D
A
R o u ti n e G a te
M a in te n a n c e
\L
D A
G M
G
-1 .d
SCALE: 1" = 60'
PLAN - OVERALL SITE
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
P
IE
R N
U M
B E R (T
Y P
F
LO
W
M
IS
S
IS
S
IP
P I R
IV
E R
ELEVATIONS SEE SHEET S-511
ROLLER GATE UPSTREAM
AUXILIARY LOCK CHAMBER
MAIN LOCK CHAMBER
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E L
E V
A T
IO
N
D A
T U
M
V E
R T
IC
A
L C
O N
T R
O L
C
O O
R D
IN
A
T E
S Y
S T
E M
H
O R
IZ
O
N T
A L
C O
N T
R O
L
C O
M B
IN
E
D F
A C
T O
R
C F
G E
O
ID60' 120'0
DIMENSIONS.
CONCRETE SILL DOWNSTREAM OF THE ROLLER GATE BAYS. SEE REFERENCE DRAWINGS FOR
CONTRACTOR MAY NOT USE SPUDS TO POSITION BARGES OR OTHER FLOATING PLANT OVER THE 2.
FEET DOWNSTREAM OF THE DAM.
RESTRICTED AREA IS DELINEATED BY BUOYS AND EXTENDS 600 FEET UPSTREAM OF THE DAM AND 150
EQUIPMENT WITHIN THE RESTRICTED AREA UPSTREAM OR DOWNSTREAM OF THE DAM. THE
CONTRACTOR SHALL COORDINATE WITH THE LOCKMASTER PRIOR TO MOVING ANY PERSONNEL OR 1.
GENERAL SHEET NOTES
SCOPE OF WORK (SEE SPECIFICATIONS FOR DETAILS)
INSTALL CATHODIC PROTECTION ON THE ROLLER GATE SKIN PLATES, VIA SACRIFICIAL ANODES.11.
FOR CORROSION.
PROVIDE "REMAINING THICKNESS" MEASUREMENTS ON THE ROLLER GATE CHAIN LINKS TO CHECK 10.
SANDBLAST, PAINT, AND REPLACE SEALS ON TAINTER GATE BULKHEADS.9.
SANDBLAST, REPAIR , AND PAINT TAINTER GATE BULKHEADS.8.
OPTIONAL WORK ITEMS:
SANDBLAST, PAINT, AND REPLACE SEALS ON ROLLER GATE BULKHEADS AFTER USE.7.
REPLACE ROLLER GATE SEALS.6.
SANDBLAST, INSPECT, REPAIR, & PAINT ROLLER GATES.5.
EXPAND ROLLER GATE ACCESS MANHOLE AND FABIRCATE ACCOMPANYING COVER PLATE.4.
REPLACE ROLLER GATE END DISCS.3.
REPLACE ROLLER GATE END SHIELDS.2.
SANDBLAST, REPAIR, AND PAINT ROLLER GATE BULKHEADS PRIOR TO USE.1.
N
W
2E S2
4R
AD
VE
R
TI
SE
M
EN
T
M
AY
S I
D
F O
U N
T A
IN
C
IT
Y
W
I
L O
C K
D
A M
A
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
A
R O
U T
IN
E
G A
T E
M A
IN
T
E N
A N
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
J S
E N
T Z
P L
A N
G
E N
E R
A L
N O
T E
S
S T
A G
IN
G
A R
E A
S O
U T
H
CS101
T K
O U
G H
R M
C G
A R
V
Y
A
G M
C
S
.d
K
O U
H
D
M N
S P
C S
S
O U
T H
Z O
N E
-U .S
S
U R
V E
Y F
T
N A
V D
.9
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:3
:4
P
M
/2 /2
L D
A
R o u ti n e G a te
M a in te n a n c e
\L
D A
G M
C
S .d
SCALE: 1" = 80'
PLAN - STAGING AREA SOUTH
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
WORK LIMITS
M
IS
S
IS
S
IP
P I R
IV
E
RF
L O
W
AVAILABLE FOR STAGING AREA
AUXILIARY LOCK MAY BE
BE MOORED ALONG I-WALL
BOATS AND BARGES MAY
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E L
E V
A T
IO
N
D A
T U
M
V E
R T
IC
A
L C
O N
T R
O L
C
O O
R D
IN
A
T E
S Y
S T
E M
H
O R
IZ
O
N T
A L
C O
N T
R O
L
C O
M B
IN
E
D F
A C
T O
R
C F
G E
O
ID
GENERAL SHEET NOTES
TEMPORARY BLOCKING.
TIMES. CONTRACTOR TO COORDINATE WITH LOCKMASTER PRIOR TO ANY
USACE ACCESS TO LOCK AND DAM AND PARKING SHALL BE MAINTAINED AT ALL 4.
EQUIPMENT SHALL BE STORED OUTSIDE OF DEFINED STAGING AREAS.
ADEQUATE FOR VEHICULAR TRAFFIC. NO VEHICLES, MATERIALS, OR
TO BE LIMITED TO EXISTING ROADWAYS AND WHERE EXISTING SURFACE IS
ARE FOR CONTRACTOR INGRESS AND EGRESS ONLY. INGRESS AND EGRESS
WORK LIMITS SHOWN ON THIS SHEET OUTSIDE OF DEFINED STAGING AREAS 3.
PLACE EXISTING VEGETATION.
ALL AREAS USED TO BE RESTORED TO PRE-PROJECT CONDITION. PROTECT-IN-2.
CONTRACTING OFFICER AND LOCK AND DAM 5A STAFF.
CONTRACTOR TO COORDINATE USAGE OF ALL STAGING AREAS WITH 1.
80' 160'0
N
W
2E S2
4R
AD
VE
R
TI
SE
M
EN
T
M
AY
S I
D
F O
U N
T A
IN
C
IT
Y
W
I
L O
C K
D
A M
A
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
A
R O
U T
IN
E
G A
T E
M A
IN
T
E N
A N
P
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L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
J S
E N
T Z
P L
A N
G
E N
E R
A L
N O
T E
S
S T
A G
IN
G
A R
E A
N O
R T
H
CS102
T K
O U
G H
R M
C G
A R
V
A
G M
C
S
.d
K
O U
D
M N
S P
C S
S
O U
T H
Z O
N E
-U .S
S
U R
V E
Y F
T
N A
V D
.9
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:0
:0
P
M
/9 /2
L D
A
R o u ti n e G a te
M a in te n a n c e
\L
D A
G M
C
S .d
SCALE: 1"=80'
PLAN - STAGING AREA NORTH
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
WISCONSIN
BUFFALO COUNTY
M
IS
S
IS
S
IP
P I R
IV
E R
F L O
W
BULKHEAD WORK AREA
BRIDGE CRANE LOADING AREA
STAGING AREA 2
STAGING AREA 1
(SEE SHEET CS103)
STAGING AREA 3
FOR USACE WAREHOUSE
TRUCK ACCESS AREA
S T A T E R
O A
D
WORK LIMITS
E 3,237,675.83
N 734,067.39
E 3,237,770.51
N 733,985.77
E 3,237,786.83
N 734,004.71
E 3,237,692.15
N 734,086.32
E 3,237,644.64
N 734,345.02
E 3,237,621.68
N 734,330.73
E 3,237,624.78
N 734,376.95
E 3,237,601.82
N 734,362.66
HIGHWAY 35 GREAT RIVER RD
CONTRACTOR ACCESS VIA
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E L
E V
A T
IO
N
D A
T U
M
V E
R T
IC
A
L C
O N
T R
O L
C
O O
R D
IN
A
T E
S Y
S T
E M
H
O R
IZ
O
N T
A L
C O
N T
R O
L
C O
M B
IN
E
D F
A C
T O
R
C F
G E
O
ID
80' 160'0
N
TEMPORARY BLOCKING.
CONTRACTOR TO COORDINATE WITH LOCKMASTER PRIOR TO ANY
USACE ACCESS TO PARKING AND LOCK SHALL BE MAINTAINED AT ALL TIMES. 4.
EQUIPMENT SHALL BE STORED OUTSIDE OF DEFINED STAGING AREAS.
ADEQUATE FOR VEHICULAR TRAFFIC. NO VEHICLES, MATERIALS, OR
TO BE LIMITED TO EXISTING ROADWAYS AND WHERE EXISTING SURFACE IS
ARE FOR CONTRACTOR INGRESS AND EGRESS ONLY. INGRESS AND EGRESS
WORK LIMITS SHOWN ON THIS SHEET OUTSIDE OF DEFINED STAGING AREAS 3.
PLACE EXISTING VEGETATION.
ALL AREAS USED TO BE RESTORED TO PRE-PROJECT CONDITION. PROTECT-IN-2.
CONTRACTING OFFICER AND LOCK AND DAM 5A STAFF.
CONTRACTOR TO COORDINATE USAGE OF ALL STAGING AREAS WITH 1.
GENERAL SHEET NOTES
W
2E S2
4R
AD
VE
R
TI
SE
M
EN
T
M
AY
663.0'
663.0'
.0
664.0'
664.0'
664.0'
J
U
U
U
A N
S I
D
F O
U N
T A
IN
C
IT
Y
W
I
L O
C K
D
A M
A
M
IS
S
IS
S
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A
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U T
IN
E
G A
T E
M A
IN
T
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A N
P
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L M
IN
N
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O T
A
S T
P
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L D
IS
T
R
-B
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IL
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O
F
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E N
A M
E
J S
E N
P
A N
S T
A G
IN
G
A R
E A
G E
N E
R A
L N
O T
E S
CS103
T K
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G H
R M
C G
A R
V
A
G M
C
S
.d
K
O U
D
M N
S P
C S
S
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T H
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-U .S
S
U R
V E
Y F
T
N A
V D
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D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
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p lt c fg
:0
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P
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/9 /2
L D
A
R o u ti n e G a te
M a in te n a n c e
\L
D A
G M
C
S .d
SCALE: 1"=20'
PLAN - STAGING AREA 3 EXISTING CONDITIONS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
WORK LIMITS
CENTERLINE OF TRACKS)
(APPROX. 50 FT FROM
EXISTING RAILROAD ROW
E 3,237,449.03
N 734,016.30
E 3,237,463.71
N 734,033.27
E 3,237,328.57
N 734,153.11
E 3,237,330.76
N 734,121.01
EXISTING WALKWAY
EXISTING TUNNEL
EXISTING ROAD RAILROAD CROSSING
STAGING AREA 3
TO GARAGE DOORS
MAINTAIN USACE ACCESS
APPROX. CENTERLINE
EXISTING RAILROAD
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E L
E V
A T
IO
N
D A
T U
M
V E
R T
IC
A
L C
O N
T R
O L
C
O O
R D
IN
A
T E
S Y
S T
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H
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IZ
O
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A L
C O
N T
R O
L
C O
M B
IN
E
D F
A C
T O
R
C F
G E
O
ID
20' 40'0
N
FEATURES.
USED, CONTRACTOR TO FIELD VERIFY CONDITIONS AND PROTECT EXISTING
EXISTING CONDITIONS ARE SHOWN FOR REFERENCE. IF STAGING AREA 3 IS 5.
TEMPORARY BLOCKING.
CONTRACTOR TO COORDINATE WITH LOCKMASTER PRIOR TO ANY
USACE ACCESS TO PARKING AND LOCK SHALL BE MAINTAINED AT ALL TIMES. 4.
EQUIPMENT SHALL BE STORED OUTSIDE OF DEFINED STAGING AREA.
ADEQUATE FOR VEHICULAR TRAFFIC. NO VEHICLES, MATERIALS, OR
TO BE LIMITED TO EXISTING ROADWAYS AND WHERE EXISTING SURFACE IS
ARE FOR CONTRACTOR INGRESS AND EGRESS ONLY. INGRESS AND EGRESS
WORK LIMITS SHOWN ON THIS SHEET OUTSIDE OF DEFINED STAGING AREA 3.
IN-PLACE EXISTING VEGETATION.
ALL AREAS USED TO BE RESTORED TO PRE-PROJECT CONDITION. PROTECT-2.
CONTRACTING OFFICER AND LOCK AND DAM 5A STAFF.
CONTRACTOR TO COORDINATE USAGE OF ALL STAGING AREAS WITH 1.
GENERAL SHEET NOTES
W
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THREADS FROM THE SHEAR PLANE.
CONNECTIONS SHALL EXCLUDE BOLT
CONTRACTING OFFICER. ALL BOLTED
PATTERNS, FOR APPROVAL BY
DRAWINGS INCLUDING BOLT HOLE
CONTRACTOR SHALL SUBMIT SHOP
MULTIPLE MEMBERS WHERE POSSIBLE.
HAS POISITIONED BOLT HOLES TO MATE
LENGTH OF BOLTS NEEDED, DESIGN
CONTRACTOR TO VERIFY NUMBER AND
F3125
MG-ASTM
" BOLT4
374058
MAKE FROM WASTE PLATE" X 4' 2" LG. FILLER PIECE2
" X 2 8
MAKE FROM WASTE PLATE" LG. FILLER PIECE2
" X 3' 6 2
" X 2 8
MAKE FROM WASTE PLATE" X 2' 10" LG. FILLER PIECE2
" X 2 8
MAKE FROM 26' 6" LG. ANGLE" LG. ANGLE IRON4
" X 6 2
" X 3" X 2 8
MAKE FROM 28' 0" LG. ANGLE" LG. ANGLE IRON2
" X 3" X 3" X 9 8
MAKE FROM 28' 0" LG. ANGLE" X 3" X 3" X 10" LG. ANGLE IRON8
MAKE FROM 30' 0" LG. ANGLE" X 5" X 3" X 7" LG. ANGLE IRON8
MAKE FROM 45' 2" LG. ANGLE" X 4" X 4" X ABT. 13' 8" LG. ANGLE IRON8
MAKE FROM 30' 6" LG. ANGLE" X 4" X 4" X 7' 8" LG. ANGLE IRON8
MAKE FROM 32' 8" LG. ANGLE" X 4" X 4" X 8' 3" LG. ANGLE IRON8
MAKE FROM 31' 6" LG. ANGLE" X 3" X 3" X ABT. 4' 0" LG. ANGLE IRON8
MAKE FROM 31' 6" LG. ANGLE" X 3" X 3" X ABT. 27' 6" LG. ANGLE IRON8
MAKE FROM 28' 0" LG. ANGLE" X 3" X 3" X ABT. 11' 0" LG. ANGLE IRON8
MAKE FROM 25' 10" LG. ANGLE" X 3" X 3" X 6' 7" LG. ANGLE IRON8
MAKE FROM 18' 10" LG. ANGLE" X 3" X 3" X 4' 10" LG. ANGLE IRON8
MAKE FROM 19' 2" LG. ANGLE" X 3" X 3" X 3' 2" LG. ANGLE IRON8
MAKE FROM 21' 3" LG. ANGLE" X 3" X 3" X 3' 7" LG. ANGLE IRON8
MAKE FROM 36' 6" LG. ANGLE" LG. ANGLE IRON4
" X 26 2
" X 22
" X 2 8
MAKE FROM 36' 6" LG. ANGLE" LG. ANGLE IRON4
" X 16 2
" X 2 2
" X 2 8
MAKE FROM 36' 6" LG. ANGLE" X 12" LG. ANGLE IRON2
" X 2 2
" X 2 8
MAKE FROM 36' 6" LG. ANGLE" X 13" LG. ANGLE IRON2
" X 2 2
" X 2 8
MAKE FROM 36' 6" LG. ANGLE" X 23" LG. ANGLE IRON2
" X 2 2
" X 2 8
MAKE FROM 36' 6" LG. ANGLE" X 3' 2" LG. ANGLE IRON2
" X 2 2
" X 2 8
MAKE FROM 32' 3" LG. ANGLE" X 5' 6" LG. ANGLE IRON2
" X 2 2
" X 2 8
MAKE FROM 32' 3" LG. ANGLE" X 5' 5" LG. ANGLE IRON2
" X 2 2
" X 2 8
MAKE FROM 32' 3" LG. ANGLE" X 4' 9" LG. ANGLE IRON2
" X 2 2
" X 2 8
MAKE FROM 32' 3" LG. ANGLE" LG. ANGLE IRON2
" X 4' 1 2
" X 2 2
" X 2 8
MAKE FROM 32' 3" LG. ANGLE" LG. ANGLE IRON2
" X 4' 0 2
" X 2 2
" X 2 8
MAKE FROM 36' 6" LG. ANGLE" X 3' 9" LG. ANGLE IRON2
" X 2 2
" X 2 8
MAKE FROM 26' 6" LG. ANGLE" LG. ANGLE IRON2
" X 3" X 19' 3 2
" X 2 8
MAKE FROM 26' 6" LG. ANGLE" LG. ANGLE IRON16
" X 3" X 6' 3 2
" X 2 8
MAKE FROM WASTE PLATE" LG. FILLER PLATE4
" X 3" X 7 8
" X 66" LG. PLATE2
MAKE FROM 20 " LG. BRACKET8
" X 19 16
" X 10 8
" X 66" LG. PLATE2
MAKE FROM 20 " X 20" LG. BRACKET32
" X 10 8
MAKE FROM 33" X 66" PLATE" LG. GUSSET PLATE2
" X 12" X 13 8
MAKE FROM 36' 0" LG. PLATE1" X 9" X ABT. 12" LG. SOLE PLATE120
MAKE FROM 36' 0" LG. PLATE1" X 9" X ABT. 177" LG. SOLE PLATE119
MAKE FROM 36' 0" LG. PLATE1" X 9" X ABT. 150" LG. SOLE PLATE118
MAKE FROM 36' 0" LG. PLATE1" X 9" X ABT. 85" LG. SOLE PLATE117
MAKE FROM 33" X 66" PLATE" LG. GUSSET PLATE4
" X 14 4
" X 11 8
MAKE FROM 33" X 66" PLATE" LG. GUSSET PLATE2
" X 3' 4 4
" X 17 8
MAKE FROM 101" X 122" PLATE" X 5" X 24" LG. BUTT STRAP16
MAKE FROM 50" X 188" PLATE" X 5" X 2' 10" LG. BUTT STRAP16
MAKE FROM 34' 0" LG. STRAP" LG. BUTT STRAP2
" X 5" X 2' 6 16
MAKE FROM 34' 0" LG. STRAP" X 5" X 3' 6" LG. BUTT STRAP16
MAKE FROM 34' 0" LG. STRAP" X 5" X 3' 3" LG. BUTT STRAP16
MAKE FROM 34' 0" LG. STRAP" X 5" X 4' 2" LG. BUTT STRAP16
MAKE FROM 34' 0" LG. STRAP" X 5" X 4' 9" LG. BUTT STRAP8
MAKE FROM 34' 0" LG. STRAP" LG. BUTT STRAP4
" X 5" X 4' 6 16
MAKE FROM 50" X 188" PLATE" X 42" X 156" LG.16
PLATE 16
MAKE FROM 50" X 188" PLATE" X 34" X 52" LG.16
PLATE 15
MAKE FROM 46" X 137" PLATE" LG.8
" X 137 32
" X 44 16
PLATE 14
MAKE FROM 101" X 122" PLATE" LG.8
" X 119 32
" X 100 16
PLATE 13
MAKE FROM 67" X 115" PLATE" LG.32
" X 114 2
" X 67 16
PLATE 12
MAKE FROM 72" X 105" PLATE
A572/A572M
ASTM
" LG.8
" X 104 2
" X 69 16
PLATE 11
NOTESMATERIALSIZE AND NAME
REQ.
NO.
NO.
ITEM
" SQ.2
" X 1 2
" BEVELED WASHERS - 1 8
528819
PLANE.
SHALL EXCLUDE BOLT THREADS FROM THE SHEAR
CONTRACTING OFFICER. ALL BOLTED CONNECTIONS
INCLUDING BOLT HOLE PATTERNS, FOR APPROVAL BY
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS
TO MATE MULTIPLE MEMBERS WHERE POSSIBLE.
BOLTS NEEDED, DESIGN HAS POISITIONED BOLT HOLES
CONTRACTOR TO VERIFY NUMBER AND LENGTH OF
F3125
MG-ASTM
" BOLT8
MAKE FROM 36'-0" LG. ANGLE" X 7" LG. ANGLE4
" X 14
" X 14
MAKE FROM 36'-0" LG. ANGLE" LG. ANGLE2
" X 6' 114
" X 14
" X 14
MAKE FROM 36'-0" LG. ANGLE" X 12' 6" LG. ANGLE4
" X 14
" X 14
MAKE FROM 36'-0" LG. ANGLE" LG. ANGLE2
" X 12' 04
" X 14
" X 14
MAKE FROM 36'-0" LG. ANGLE" X 14' 4" LG. ANGLE4
" X 14
" X 14
MAKE FROM 36'-0" LG. ANGLE" X 14' 6" LG. ANGLE4
" X 14
" X 14
MAKE FROM 36'-0" LG. ANGLE" LG. ANGLE8
" X 134
" X 14
" X 14
MAKE FROM 36'-0" LG. ANGLE" X 7" LG. ANGLE4
" X 14
" X 14
MAKE FROM 30'-0" LG. ANGLE
A36/36M
ASTM
" LG. ANGLE16
" X 29' 114
" X 14
" X 14
MAKE FROM PIECE ORDERED 7'-3" LG." X 7' 1" LG. RUBBER SEAL2
" X 84
MAKE FROM PIECE ORDERED 12'-6" LG." X 12' 6" LG. RUBBER SEAL2
" X 84
2 24
MAKE FROM PIECE ORDERED 15'-0" LG." X 14' 10" LG. RUBBER SEAL2
" X 8 4
MAKE FROM PIECE ORDERED 2'-0" LG." LG. RUBBER SEAL4
" X 142
" X 8 4
MAKE FROM PIECE ORDERED 60'-1" LG.
RUBBER
LG. RUBBER SEAL8"
" X 79' 102
" X 8 4
NOTESMATERIALSIZE AND NAMENO. REQ.ITEM NO.
THREADS FROM THE SHEAR PLANE.
CONNECTIONS SHALL EXCLUDE BOLT
CONTRACTING OFFICER. ALL BOLTED
PATTERNS, FOR APPROVAL BY
DRAWINGS INCLUDING BOLT HOLE
CONTRACTOR SHALL SUBMIT SHOP
MULTIPLE MEMBERS WHERE POSSIBLE.
HAS POISITIONED BOLT HOLES TO MATE
LENGTH OF BOLTS NEEDED, DESIGN
CONTRACTOR TO VERIFY NUMBER AND
F3125
MG-ASTM
" BOLT4
374021
MAKE FROM 36' 0" LG. PLATE" 4
" X 2' - 2 8
" X 2
PL 5 220
MAKE FROM 36' 0" LG. PLATE"4
" X 0 - 7 2
L 6" X 3 119
MAKE FROM 36' 0" LG. PLATE"4
" X 1' -7 2
" X 2
L 6" X 3 118
MAKE FROM 36' 0" LG. PLATE" X 1'-7"2
" X 2
L 6" X 3 117
MAKE FROM 33" X 66" PLATE"2
" X 1' - 9 2
" X 2
L 6" X 3 116
MAKE FROM 33" X 66" PLATE" X 7' - 5"8
" X 3" X 2
BT LS 3 215
MAKE FROM 101" X 122" PLATE" 8
" X 3' - 6 8
" X 3" X 2
BT LS 3 214
MAKE FROM 50" X 188" PLATE"2
" X 5' - 1 8
" X 3" X 2
BT L 3 113
MAKE FROM 34' 0" LG. STRAP "8
" X 2' - 1 8
" X 3" X 2
BT L 3 212
MAKE FROM 34' 0" LG. STRAP"8
" X 3' -7 8
" X 3" X 2
BT L 3 1211
MAKE FROM 34' 0" LG. STRAP"8
" X 14' - 0 8
"X 2
BT L 5" X 3 110
MAKE FROM 34' 0" LG. STRAP"8
" X 14' - 0 8
"X 2
BT L 5" X 3 19
MAKE FROM 34' 0" LG. STRAP"4
"X 3' - 0 8
PL 6" X 18
MAKE FROM 34' 0" LG. STRAP" X 6' -11"8
PL 6" X 17
MAKE FROM 50" X 188" PLATE"2
" X 23' - 2 8
PL 6" X 16
MAKE FROM 50" X 188" PLATE" X 1' - 8"8
PL 6" X 15
MAKE FROM 46" X 137" PLATE"2
" X 14' -10 8
PL 89" X 14
MAKE FROM 101" X 122" PLATE"2
" X 14' -10 8
PL 89" X 13
MAKE FROM 67" X 115" PLATE"16
" X 23' - 4 8
BENT L 6" X 4" X 12
MAKE FROM 72" X 105" PLATE
A572/A572M
ASTM
"16
" X 23' - 4 8
BENT L 6" X 4" X 11
NOTESMATERIALSIZE AND NAME
REQ.
NO.
NO.
ITEM
BILL OF MATERIALS - END DISC
A9
BILL OF MATERIALS - END SHIELD AND APRON SEALS
K1
BILL OF MATERIALS - END SHIELD
A1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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46° 33'
28"
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ELEVATION - ROLLER GATE END SHIELDS
SCALE: 1" = 1'-6"
A1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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D
E
F
G
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J
K
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PLAN NOTES
FOR ROLLER GATE INTERMEDIATE BRACING SEE PLAN A1 ON SHEET S-5053.
FOR POSITION ON EXISTING DRUM SEE DETAIL K10 ON SHEET S-5032.
DETAIL A10 ON SHEET S-503FOR END SHIELD PLATES SEE1.
GENERAL SHEET NOTES
SEE SPECIFICATIONS FOR APPROVED RIVET REMOVAL PROCEDURES.7.
ROLLER GATE BASE METAL IS ASTM A7 STEEL.6.
UNLESS INDICATED OTHERWISE.
ALL CONNECTIONS ARE TO BE CONSIDERED HIGH STRENGTH CONNECTIONS5.
ALL DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION.4.
WATER TIGHTNESS.
ALL JOINTS OF END SHIELD TO BE SEAL WELDED ON OUTSIDE ONLY FOR 3.
FROM CONTRACTING OFFICER.
CONNECTION OF VARIOUS MEMBERS WILL BE ALLOWED WITH APPROVAL
CONTRACTING OFFICER. MODIFICATIONS TO BOLT HOLE SPACING FOR
SHALL VERIFY ALL CONNECTION POINTS AND SUBMIT SHOP DRAWINGS TO
FOR CONNECTION OF END SHIELDS TO EXISTING DRUM. CONTRACTOR
END SHIELDS CONNECT TO EXISTING DRUM. RIVETS SHALL NOT BE USED 2.
SEE SPECIFICATIONS FOR DETAILS.
PAINT ALL PLATES AND MEMBERS PRIOR TO ASSEMBLY. 1.
STRUCTURAL LEGEND
BILLS OF MATERIALS SEE A1 ON SHEET S501
S -5
F
S-506
A6
S-506
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S-
K1
S-
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L D
A
R o u ti n e G a te
M a in te n a n c e
\L
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G M
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SCALE: 1" = 6"
DETAIL - END SHIELD
H1
SCALE: 1" = 6"
DETAIL - END SHIELD MERGE
L6
SCALE: 3" = 1'-0"
SECTION
A10
SCALE: 3/8" = 1'-0"
DETAIL - END SHIELD PLATES
K10
DETAIL - POSITION ON EXISTING DRUM
A
B
C
D
E
F
G
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K
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K E
D B
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D R
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D A
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S I Z
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M A
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D E
S C
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IP
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N D
A T
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SHEET ID
OTHER EXISTING MEMBERS
APRON, DRUM PLATES AND ANY
PUNCHED OR DRILLED TO SUIT
ALL HOLES FOR BOLTS TO BE
JOINT ANGLE
TO REMAIN
EXISTING CHANNELS
DRIVE ENDIDLE END
"4
STRAIGHT FOR A LENGTH OF 5
END SHIELD TO RUN OUT
OTHER EXISTING MEMBERS
APRON, DRUM PLATES AND ANY
PUNCHED OR DRILLED TO SUIT
ALL HOLES FOR BOLTS TO BE
®of Engineers
US Army Corps
U .S
A
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P S
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IN
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D F
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STRUCTURAL LEGEND
BILLS OF MATERIALS SEE A1 ON SHEET S-501
S-506
L1
L6
S-506
K10
S-506
G10
S-506
D10
S-506
D6
S-506
L1
S-506
D6
W
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A L L L
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F A
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80'-0" FACE TO FACE OF PIERS
79'-10 3/8" OVERALL LENGTH OF RUBBER SEAL ITEM
4 3/16"
2 1/16"
4 25/32"
3 45/64"
187 EQ. SP.@ 4.921" PITCH - TO SUIT APRON
5 55/64"
4 3/16"
2 1/16"
1 3/4"
3 1/2"3 1/2" 1 3/4"
2"2"
2"2"
2 3/4" 2 3/4"
4 1/4"4 1/4"
3/4"3/4"
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SCALE: 1" = 1'-6"
DETAIL - END SHIELD AND APRON
A13
DETAIL SOLE PLATE AND SEAL
F17
DETAIL - SEAL CORNER
F13
DETAIL - SEAL CONNECTION
A
B
C
D
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F
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D E
S C
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N D
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SHEET ID
15 16 17 18
TO REMAIN TYP
EXIST CHANNEL
RUBBER SEAL
RUBBER SEAL
SOLE PLATE
SOLE PLATE
PL. JT. OF DRUMPL. JT. OF DRUM
PL. JT. OF DRUM
OF APRON
PL. JT.
OF APRON
PL. JT.
OF APRON
PL. JT.
PLATE
PIER ARMATURE
PLATE
PIER ARMATURE
IDLE END
RUBBER
SEAL
RECOMMENDATIONS.
BOND ENDS PER MANUFACTURER
CUT SEAL ANGLES TO SUIT JOINT.
NOTE:
8" CHANNEL
15 16 17 18
ANGLE
1/4" x 1" x 1 3/4" PLATE
3/8" APRON
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
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G
IN
E E
R S
E L
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D F
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G E
O
ID
GENERAL SHEET NOTES
SEE SPECIFICATIONS FOR APPROVED RIVET REMOVAL PROCEDURES.7.
ROLLER GATE BASE METAL IS ASTM A7 STEEL.6.
UNLESS INDICATED OTHERWISE.
ALL CONNECTIONS ARE TO BE CONSIDERED HIGH STRENGTH CONNECTIONS5.
ALL DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION.4.
SUBMIT SHOP DRAWINGS TO CONTRACTING OFFICER.
TO SELECT THE CONNECTION TYPE, VERIFY CONNECTION POINTS AND
THREADED CONNECTIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR
BOLT CONNECTIONS AS POSSIBLE. A PORTION OF SEAL BOLTS MAY NEED
INCLUDES ALIGNMENT OF OTHER MEMBER HOLES TO UTILIZE THROUGH
BOLT HOLE SPACING AND NUMBER SHOWN IS PROVIDED FOR GUIDANCE AND 3.
BE USED FOR CONNECTION OF SEALS.
SEALS CONNECT TO END SHIELD PLATES AND MEMBERS. RIVETS SHALL NOT 2.
SPECIFICATIONS FOR DETAILS.
PAINT ALL PLATES AND MEMBERS PRIOR TO ASSEMBLY. SEE PAINT 1.
STRUCTURAL LEGEND
BILLS OF MATERIALS SEE K1 ON SHEET S-501
S-506
D10
S-506
G10
S-506
K10
A13
F13
F17
W
2E S2
4R
AD
VE
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M
EN
T
M
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/2 P
L
/2
20°
10°
/2
/2 O
N H
A N
D R
A
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1 1/2
1/
/2
/2
/2
'-3 /1
'-7 /8
R
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1' -9
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SCALE: 1" = 1'-0"
ELEVATION - ROLLER GATE INTERMEDIATE BRACING
B
C
D
E
F
G
H
J
K
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M
N
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3 1/2"x3 1'2"x3/8" L
3/8" PL
I-L-3 1/2"x3"x3/8"
SP
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I-L-5"x5"X3/8"
I-L-5"x5"X3/8"
3/8" PL
3/8" PL
3/8" PL
7/8" RIVETS
3/8" PL
GALV. PIPE
STD. 1 1/2" DIA.
HAND RAIL
3/8" PL
SPLICE DRUM
SHELL
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SHELL
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NON-DRIVEN END
C/L MANHOLE
7" C-CHANNELS
7" C-CHANNELS
LADDER, 16" WIDE
IN NON-DRIVEN END,
SIDE BARS 2 1/2"x1/2", RUNGS 7/8" DIA.
IRVING (TYPE V) SUBWAY
OR EQUAL - 1 1/2"x3/16"
GRATING 25" WIDE
LADDER IN
DRIVEN END
WALKWAY TO BE
HORIZONTAL WHEN
ROLLER IS IN
RAISED POSTION.
1 1/2" STD. GALV.
POST RIGHT & LEFT
THREADS @ ENDS.
4 1/4"x1"X0'-4 1/4" PAD
WELD TO 5"x5"X3/8" L
PAD TAPPED FOR PIPE
I-L 3 1/2"X 3"X 3/8"
I-L-3 1/2"x3"x3/8"
3"x3"x3/8" L
3"x3"x3/8" L
3"x3"x3/8" L
IL-3 1/2"x3"x3/8"
3"x3"x3/8"L
IL-3 1/2"x3 1/2"x3/8"
PAD TAPPED FOR PIPE
WELD TO 5"x5"X3/8" L
4 1/4"x1"X0'-4 1/4" PAD
#6
3"x3"x3/8"L
#6
3"x3"x3/8"L
CLMANHOLE NON-DRIVEN END
CLWALKWAY
3"x3"x3/8"L
3"x3"x3/8"L
4"x3"x3/8"L
3"x3"x3/8"L
3"x3"x3/8"L
3"x3"x3/8"L
3"x3"x3/8"L
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
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G
IN
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R S
E L
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A T
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0 1' 2'6"
SEE SPECIFICATIONS FOR APPROVED RIVET REMOVAL PROCEDURES.5.
ROLLER GATE BASE METAL IS ASTM A7 STEEL.4.
FROM CONTRACTING OFFICER.
CONNECTION OF VARIOUS MEMBERS WILL BE ALLOWED WITH APPROVAL
CONTRACTING OFFICER. MODIFICATIONS TO BOLT HOLE SPACING FOR
SHALL VERIFY ALL CONNECTION POINTS AND SUBMIT SHOP DRAWINGS TO
FOR CONNECTION OF ROLLER GATE TO EXISTING DRUM. CONTRACTOR
ROLLER GATE CONNECTS TO EXISTING DRUM. RIVETS SHALL NOT BE USED 3.
SEE SPECIFICATIONS FOR DETAILS.
PAINT ALL PLATES AND MEMBERS PRIOR TO ASSEMBLY. 2.
FABRICATION.
MAY VARY. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS PRIOR TO
PLANS ARE BASED ON RECORD DRAWINGS FROM 1934. SOME DIMENSIONS 1.
GENERAL SHEET NOTES
W
2E S2
4R
AD
VE
R
TI
SE
M
EN
T
M
AY
"4
"2
"2
"8
3"
1 3/8" 3/8"
1 3/8"
3' - 0 1/4"
2 3/4"
/4
/2
/4
24"16 1/2"
1 1/2"
3' - 4 1/2"
"2
3"
" PLATE16
4"
"2
" PLATE16
"16
"8
5"5"
10" 4 1/4"
/4
/2
/4
14 1/4" 2 1/4"
12"
/4
/2
7"
"2
3 "2
1"
"2
3 "2
7"
7"
3 "2
10"
5"5"
/4
/4
/4
/4
13 1/2"
2 1/4"11 1/4"
½
½
½
½
"8
" "8
"32
9 3"
"32
10 "8
"2
2 "2
"8
3" "16
"8
" PL16
1 1 1/4 " "4
" CLEAR8
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H6
DETAIL - BRACKET
F6
DETAIL - BRACKET END CONN.
A10
DETAIL - GUSSET 15
A6
DETAIL - A - END SHIELD PLATE
N6
DETAIL - GUSSET 16
D10
G10
L6
DETAIL - GUSSET 21
DETAIL - BRACKET CONNECTION
E1
SECTION - BRACKETS
L1
SECTION - APRON CHANNEL
J1
SECTION - END SHIELD BUTT STRAP
K10
DETAIL - END SHIELD CHANNEL
D6
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
G
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J
K
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M
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B M
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SHEET ID
3/8" x 2 1/2" FILLER PIECE
5/16" END SHIELD
5/16" END
" BOLTS4
F3125 MG
7' - 6 1/8" RAD.
R.H. END SHILED DRIVE END L.H. END SHIELD IDLE END
" BOLTS4
F3125 MG
8" CHANNEL
FILLET WELD
MIN SIZE PER
AISC 360
FULL PENETRATION
SQUARE GROOVE WELD,
MIN SIZE PER AISC 360END SHIELD
5/16" TNK.
BOLTS
" 4
F3125 MG
R
" BOLTS8
F3125 MG
RUBBER SEAL
STRIP
FILLER
RUBBER SEAL" BOLTS8
F3125 MG
RUBBER SEAL" BOLTS8
F3125 MG
7-6 1/8" R
IDLE END DRIVE - SECTION F
BOLT TO SUIT
FILLER PLATE
3/8"X3"X7 1/4"
NOTE:
SEE E1 ON THIS SHEET
FOR BRACKET DIMENSIONS.
" BOLTS4
F3125 MG
" BOLTS4
F3125 MG
IDLE END
BRACKET FOR IDLE END.
DEIVE END
BRACKET FOR DRIVE END.
DURING ERECTION
TO SUIT DRUM PLATES
PUNCH THESE HOLES
" APRON PLATE8
R
A D
R
A D
" BOLTS4
F3125 MG
" BUTT STRAPS16
" SHIELD16
" BOLTS4
F3125 MG
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
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D F
A C
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THE THREADS FROM THE SHEAR PLANE.
ALL BOLTED CONNECTIONS SHALL EXCLUDE 1.
GENERAL SHEET NOTE
D6
W
2E S2
4R
AD
VE
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TI
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M
EN
T
M
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2' -7
" 4
2'-7
2'-7
"16
92'-5
"4
2'-7
"4
'-7
-9
2'-
"8
2'-6
"8 32'-6
2'-9"
"8
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/8
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4"
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1" OC = 2'-1 8
713 EQ SP @ 1
3" 3"
"16
" OC = 1'-7
7 EQ SP @ 2
3"
4"
2 1 /4 "
FOR E
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E
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CUMFRENCE T
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NO
2 1 /4 "
FOR E
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8 E Q S
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"16
3 3" "16
118 EQ SP @ 3" OC = 2'-0
"4
32 3""2
" OC = 1'-11
8 EQ SP @ 2
4"
"8
" O C = 2'-1
8 E Q S
P
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P " O
C
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3"
5 3 /4 "
" 2' -9 3 /4 "
TYP U
NO
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6 1 1
/2 "
T Y P U
N O
/2
'-5
/1
14'-11"
/4
/1
/8
/1
1 3/4 "1 3/4 " /2
1/
/4
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7 E Q S
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DETAIL - END DISCS DRIVEN END
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
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K E
D B
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D R
A W
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D A
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N D
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SHEET ID
P U
N O
B O
L T S S
P A
C
IN
G
= 2 '-0
CIR
CUMFRENCE
TYP U
NO
NORMAL POSITION
C/L ROLLER
REFERNCE LINE "A"
0.1
FOR SPACING OF BOLTS
SECURING EXTERIOR
ANGLE TO SKIN PLATE
SEE SHEET S508
TYP
UNO
TYP
UNO
TYP
UNO
TYP
UNO
TYP
UNO
TYP
UNO
TYP
UNO
= 2'-0
®of Engineers
US Army Corps
U .S
A
R M
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O R
P S
O F
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IN
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E L
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IN
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A L
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L
C O
M B
IN
E
D F
A C
T O
R
C F
G E
O
ID
0 1' 2'6"
FOR ADDITIONAL INFORMATION SEE SHEET S508.1.
PLAN NOTE
SEE SPECIFICATIONS FOR APPROVED RIVET REMOVAL PROCEDURES.6.
ROLLER GATE BASE METAL IS ASTM A7 STEEL.5.
UNLESS INDICATED OTHERWISE.
ALL CONNECTIONS ARE TO BE CONSIDERED HIGH STRENGTH CONNECTIONS4.
FROM CONTRACTING OFFICER.
CONNECTION OF VARIOUS MEMBERS WILL BE ALLOWED WITH APPROVAL
CONTRACTING OFFICER. MODIFICATIONS TO BOLT HOLE SPACING FOR
VERIFY ALL CONNECTION POINTS AND SUBMIT SHOP DRAWINGS TO
CONNECTION OF END DISCS TO EXISTING DRUM. CONTRACTOR SHALL
END DISCS CONNECT TO EXISTING DRUM. RIVETS SHALL NOT BE USED FOR 3.
SEE SPECIFICATIONS FOR DETAILS.
PAINT ALL PLATES AND MEMBERS PRIOR TO ASSEMBLY. 2.
FABRICATIONS.
DIMENSIONS MAY VARY. CONTRACTOR SHALL VERIFY DIMENSIONS PRIOR TO
PLANS ARE BASED ON RECORD DRAWINGS FROM THE 1930'S.1.
STRUCTURAL LEGEND
BILLS OF MATERIALS SEE A9 ON SHEET S501
GENERAL SHEET NOTES
GRIDLINES INDICATING CENTERLINE OF ANGLESS-510
J9
S-510
J9
S-510
J9
S-510
J9
S-510
J9
S-510
J9
S-510
J9
W
2E S2
4R
AD
VE
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TI
SE
M
EN
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-7
2'-7
2'-7
"16
92'-5
"4
2'-7
"4
-9
2'-
"8
2'-6
"8 32'-6
2'-9"
"8
.6
/2
O
.C
/4
E
Q S
P A
/2
TYP UNO
1 1/4 "
/2
O
.C
/1
E
Q S
P A
/2
/2
E
Q S
/2
/2
E
Q S
P A
/2
3'-6"
TYP UNO
R
R
"4
" O.C. = 3'-0 16
7 EQ SPA @ 5
"16
4"
4"
E
Q S
P A
" 16
7 EQ SPA @ 4
4"
" O.C.8
13 EQ SPA @ 4
"8
Q S
P
"81
O
C '-3
E Q S
P
3"
"16
" O C = 2'-
8 E Q S
PA @
"8
" O.C. = 2'- 6 8
7 EQ SP @ 4
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" = 2'- 3
7 EQ SP @ 3
3"
3"
" O .C . = 2'- 3
7 E Q S
P
" O .C '-1
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Q S
P
/2
/4
E
Q
/4
/2
S
Q S
P
/2
/2
/2
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E
Q S
P
/2
O
C
S
Q S
P
/2
O
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E
Q S
P
Q S
P
O
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E
Q S
P A
"41
O
C
E Q S
P
"41
" O C = 2' -7
7 E Q S
P @
"4
" OC = 2' -7 2
7 EQ SP @ 4
"16
" OC = 2'- 5
7 EQ SP @ 0'- 4
"4
" O C = 2' - 7
7 E Q S
P
" O
E
Q S
P
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E
Q S
P
"8
/2
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Q S
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DETAIL - END DISCS DRIVEN END
B
C
D
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F
G
H
J
K
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= 4'
- 0
O
.C
.C
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.C
ANGLE TO SKIN PLATE TYP UNO
SECURING EXTERIOR
SPACING OF BOLTS
SPACING OF BOLTS
ON ANGLE PORTION
PERPENDICULAR TO
DISC FACE
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0.1
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®of Engineers
US Army Corps
U .S
A
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GRIDLINES INDICATING CENTERLINE OF ANGLES
STRUCTURAL LEGEND
SEE SPECIFICATIONS FOR APPROVED RIVET REMOVAL PROCEDURES.6.
ROLLER GATE BASE METAL IS ASTM A7 STEEL.5.
CONNECTIONS UNLESS INDICATED OTHERWISE.
ALL CONNECTIONS ARE TO BE CONSIDERED HIGH STRENGTH4.
FROM CONTRACTING OFFICER.
CONNECTION OF VARIOUS MEMBERS WILL BE ALLOWED WITH APPROVAL
CONTRACTING OFFICER. MODIFICATIONS TO BOLT HOLE SPACING FOR
VERIFY ALL CONNECTION POINTS AND SUBMIT SHOP DRAWINGS TO
CONNECTION OF END DISCS TO EXISTING DRUM. CONTRACTOR SHALL
END DISCS CONNECT TO EXISTING DRUM. RIVETS SHALL NOT BE USED FOR 3.
SEE SPECIFICATIONS FOR DETAILS.
PAINT ALL PLATES AND MEMBERS PRIOR TO ASSEMBLY. 2.
FABRICATIONS.
DIMENSIONS MAY VARY. CONTRACTOR SHALL VERIFY DIMENSIONS PRIOR TO
PLANS ARE BASED ON RECORD DRAWINGS FROM THE 1930'S.1.
GENERAL SHEET NOTES
W
2E S2
4R
AD
VE
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TI
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EN
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AY
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P A
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A
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2'-7 1/4 "1'-3 1/2 "1'-3 1/2 "2'-7 3/16 "
3" 2'-8 3/16 " 11 1/2 " 3" 11 1/2 " 2'-8 1/4 " 3"
/2
S P
A
O
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1 1/2 "
2 1/2 "
E
Q S
P A
O
C
E
Q S
P A
O
C
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2 1/2 "
1/
7'-9 1/2 "
R
7'-6"R
7'-8"R
.3
.3
8.
.35
6.74°
25.23°
19.32°
.3
.3
.3
.3
.6
1.
8.
25.
18°
19.36°
19.36°
19.36°
.3
.3
12.61°
1.
.7
O
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"4
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'- 4
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P
'- 6
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P
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OC =
2'-
5 E Q S
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"16
3 "4
3 "8
"8
7" OC = 1'- 3 16
35 EQ SPA @ 3
"2
" O C
' - 7
E
Q S
P
O
C
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Q S
P
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END DISCS NON DRIVEN END
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
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B Y
C H
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K E
D B
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D R
A W
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SHEET ID
1 - 6" H @ 41 X 11'-2"
X 14'-9"8
1 - PL - 6 X
ON BK OF FL
" 8
X 13'-7 2
1 L - 5 X 3
" Ø X 1 4
4 - SHIPPING BOTH
1 L-B
" Ø TURNED BOLTS4
DRIVING FIT FOR
#1 SHOP AT ASSEMBLY TO
7'-8" RAD AND REAM IN
" Ø ON8
PUNCH HOLES
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4. SHIPPING BOLTS.
Ø16
REAM AT ASSEMBLY IN #1 SHOP TO
" Ø HOLES IN O.S.L.4
PUNCH
"8
4" LEG O.S. GA . 2
BILLED ON BK OF L
" - B2
X 23'-6 8
X 2
IL - 4 X 3
D17
D17
D16
X
X
W E
B P
L
FOR 180° ARCH
ON 7'-6" RAD4
23'-6
IL
X
X
X
T Y
P U
N O
C
" O C
'-3
O
C
" O C
3'
- 1
TYP EACH
END
SPACING OF BOLTS
SECURING INTERIOR
ANGLE FLANGE TO
SKIN PLATE
SPACING OF BOLTS
SECURING INTERIOR
ANGLE TO SKIN PLATE
SPACING OF BOLTS
SECURING INTERIOR
ANGLE TO SKIN PLATE
SPLICE
1/4" GAP
2.
2.
25.3
.3
.4
2.5
24'-1
32 ON 7'-8" RAD
FOR 180° ARC
= 1'- 3 8" "16
13= 1'- 3
D16
SPACING OF BOLTS
SECURING OUTER
ANGLE FLANGE
TO SKIN PLATE
TYP
UNO
TYP
UNO
®of Engineers
US Army Corps
U .S
A
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TO BE DRILLED TO SUIT HEATER.
HOLES FOR HEATER CLIPS4.
QTY = 10 - TIE ANGLES - D17.3.
QTY = 10 - TIE ANGLES - D16.2.
QTY = 5 - END DISCS - D14 (NON DRIVEN END).1.
PLAN NOTES
BILLS OF MATERIALS SEE A9 ON SHEET S-501
GENERAL SHEET NOTES
STRUCTURAL LEGEND
SEE SPECIFICATIONS FOR APPROVED RIVET REMOVAL PROCEDURES.6.
ROLLER GATE BASE METAL ASTM A7 STEEL.5.
UNLESS INDICATED OTHERWISE.
ALL CONNECTIONS ARE TO BE CONSIDERED HIGH STRENGTH CONNECTIONS4.
FROM CONTRACTING OFFICER.
CONNECTION OF VARIOUS MEMBERS WILL BE ALLOWED WITH APPROVAL
CONTRACTING OFFICER. MODIFICATIONS TO BOLT HOLE SPACING FOR
VERIFY ALL CONNECTION POINTS AND SUBMIT SHOP DRAWINGS TO
CONNECTION OF END DISCS TO EXISTING DRUM. CONTRACTOR SHALL
END DISCS CONNECT TO EXISTING DRUM. RIVETS SHALL NOT BE USED FOR 3.
SEE SPECIFICATIONS FOR DETAILS.
PAINT ALL PLATES AND MEMBERS PRIOR TO ASSEMBLY. 2.
FABRICATIONS.
DIMENSIONS MAY VARY. CONTRACTOR SHALL VERIFY DIMENSIONS PRIOR TO
PLANS ARE BASED ON RECORD DRAWINGS FROM THE 1930'S.1.
S-510
J9
S-510
J9
S-510
A1
W
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1 11/16 "
1 11/16 "
9 9/16 "
2 1/4 "
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IL - 3 X 3 X
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X 1' - 5 8
IL - 3 X 3 X
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1 11/16 "
1 11/16 "
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2 1/4 "
1 1/4 "
FOR D16
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/2
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SECTION - END DISC - NON DRIVEN END A-A
A9
SCALE: 1 1/2" = 1'-0"
SECTION - END DISC - NON DRIVEN END B-B
J9
SECTION - END DISC - DRIVEN AND NON DRIVEN END
A
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EXTERIOR SKIN PLATE
" Ø16
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PUNCH
SEE SHEET S-509
FOR BOLTS SPACING
®of Engineers
US Army Corps
U .S
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0 1' 2'6"
W
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15'-0" 80'-0" 15'-0"
7 1/2 "
5'-0" 6" 88'-10 1/2 " OVER ALL LENGTH OF ROLLER GATE5'-9"
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