A22 - Plans - AMEND0001.pdf
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- Attached to
- Red Rock Tainter and Sluice Gate Rehab
- Solicitation number
- W912EK22R0026
About this file
This solicitation package outlines requirements for the Red Rock Tainter and Sluice Gate Rehabilitation project. The scope involves rehabilitating tainter gates, sluice gates, bulkhead lifters, and associated hydraulic and electrical systems at the Red Rock Dam on the Des Moines River in Iowa. Key details include rehabilitating five tainter gates and eight sluice gates, replacing limit switches and wiring, relocating control enclosures, and furnishing new parts for hydraulic cylinders, packing glands, and indicator rods. The estimated value ranges from $10-25 million. The completion period is 480 days. The solicitation is set aside for small businesses using lowest price technically acceptable evaluation. The issuing agency is the US Army Corps of Engineers Rock Island District.
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SCHEMATIC - HYDRAULIC SYSTEMM-601
DETAILS - O-RINGM-508
DETAILS - PACKING, SCREWS, AND STUDSM-507
DETAILS - UPPER AND LOWER EXTERNAL PACKING GLANDSM-506
DETAILS - UPPER AND LOWER INTERNAL PACKING GLANDSM-505
DETAILS - HYDRAULIC POWER PACKM-504
DETAILS - INDICATOR RODM-503
DETAILS - PISTON ROD GATE ASSEMBLYM-502
DETAILS - PISTON ROD AND PISTONM-501
SECTION - BONNET COVERM-302
SECTION - HYDRAULIC CYLINDER AND SLUICE GATE ASSEMBLYM-301
ELEVATION - SLUICE GATE AND GALLERY WALKWAY HYDRAULIC PIPINGM-204
ELEVATION - SLUICE GATE 4 HYDRAULIC PIPINGM-203
ELEVATION - SLUICE GATES 5 THRU 8 HYDRAULIC PIPINGM-202
ELEVATION - OPERATING GALLERYM-201
PLAN - HYDRAULIC PIPINGM-102
PLAN - OPERATING GALLERYM-101
ELEVATION - OPERATING GALLERY GATES 8 TO 14 DEMOLITIONMD202
ELEVATION - OPERATING GALLERY GATES 1 TO 7 DEMOLITIONMD201
SEQUENCE OF WORK AND GENERAL NOTESM-001
MECHANICAL
DETAILS - GATE FRAME BOTTOM SEAL S-502
DETAILS - SEAL BARS AND CHATTER STRIPSS-501
SECTION - GATE FRAMES-302
SECTION - SLUICE GATE LEAFS-301
ELEVATION - SLUICE GATE LEAFS-203
ELEVATION - UPSTREAM AND DOWNSTREAM SLUICE GATE LEAFS-202
ELEVATION - SLUICE GATE 7 ASSEMBLYS-201
STRUCTURAL
COVER SHEETG-001
GENERAL
SLUICE GATE REHABILITATION
TAINTER GATE BULKHEAD LIFTER ONE-LINE DIAGRAMDETAILS - E-605
TAINTER GATE BULKHEAD LIFTER ELEMENTARY DIAGRAMDETAILS - E-604
SLUICE GATE BULKHEAD LIFTER ONE-LINE DIAGRAMDETAILS - E-603
SLUICE GATE BULKHEAD LIFTER ELEMENTARY DIAGRAMDETAILS - E-602
DETAILS - TAINTER GATE CONTROL ELEMENTARY DIAGRAME-601
DETAILS - ELECTRICAL BACKBOARD LAYOUTSE-506
DETAILS - TAINTER GATE BULKHEAD LIFTER E-505
DETAILS - SLUICE GATE BULKHEAD LIFTER E-504
ROTATING CAM LIMIT SWITCH DETAILS - E-503
TAINTER GATE CONTROL DETAILS - E-502
TAINTER GATE CONTROL PLANDETAILS - E-501
SITE PLANE-101
GENERAL ELECTRICAL NOTESE-001
ELECTRICAL
DETAILS - TAINTER GATE GREASE INSERTS AND EXTENSION SUPPORTSM-502
DETAILS - TAINTER GATE WIRE ROPE ATTACHMENTM-501
SECTION - TAINTER GATE AND BULKHEADM-301
ELEVATION - MONOLITHS 4 AND 9M-203
ELEVATION - MONOLITHS 5 TO 8M-202
ELEVATION - TAINTER GATE AND MACHINERY PLATFORMM-201
PLAN - MONOLITHS 4 AND 9M-103
PLAN - MONOLITHS 5 TO 8M-102
PLAN - MACHINERY PLATFORMM-101
MECHANICAL
DETAILS - HANDRAILING S-550
BACKBOARDSTAINTER GATE AND SLUICE GATE BULKHEAD TROLLIES DETAILS -S-522
DETAILS - TAINTER GATE BULKHEAD TROLLEY SUPPORT STANDS-521
DETAILS - SLUICE GATE BULKHEAD TROLLEY SUPPORT STANDS-520
DETAILS - TAINTER GATE WELD INSPECTIONS-515
DETAILS - TAINTER GATE SEAL ASSEMBLY 2 OF 2S-511
DETAILS - TAINTER GATE SEAL ASSEMBLY 1 OF 2S-510
SECTION - TAINTER GATE AND SLUICE GATE BULKHEAD TROLLIES SUPPORT STAND CONNECTIONSS-321
SECTION - TAINTER GATE AND SLUICE GATE BULKHEAD TROLLIESS-320
SECTION - TAINTER GATE WELD INSPECTIONS-315
SECTION - TAINTER GATES-310
SECTION - CATWALK SUPPORT CONNECTIONS-301
ELEVATION - HANDRAIL MONOLITHS 4 AND 9S-251
ELEVATION - HANDRAIL MONOLITHS 5 TO 8S-250
ELEVATION - TAINTER GATE AND SLUICE GATE BULKHEAD TROLLIESS-220
ELEVATION - TAINTER GATES-210
PLAN - HANDRAIL AND LADDER MONOLITHS 4 AND 9S-151
PLAN - HANDRAIL AND ANCHOR POINT MONOLITHS 5 TO 8S-150
PLAN - BULKHEAD ROOFS-120
PLAN - TYPICAL CATWALK SPANS-101
BULKHEAD ROOF DEMOLITIONSD101
STRUCTURAL
COVER SHEETG-001
GENERAL
TAINTER GATE REHABILITATION
SITE PLAN - SPILLWAYG-101
STAGINGG-004
ABBREVIATIONSG-003
INDEX, GENERAL NOTES AND VICINITY MAPSG-002
COVER SHEETG-001
GENERAL
SHEET TITLESHEET ID
INDEX
C8
SCALE: N.T.S
VICINITY MAP
H8
SCALE: N.T.S
LOCATION MAP
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REPLACING THE ROADWAY HATCH COVER IS OPTION J.12.
SHOWN FOR SLUICE GATE 7.
THROUGH I. WORK ASSOCIATED WITH THESE OPTIONS IS IDENTICAL TO WORK
REHABILITATION OF SLUICE GATES 1 THROUGH 6 ARE CONTRACT OPTIONS D
SLUICE GATE REHABILITATION WORK SHOWN IS FOR SLUICE GATE 7. 11.
TYPE - ATE, 5.8 HP, 10.3:1 RATIO
PHILIADELPHIA GEAR CORP. WORM GEAR REDUCER, SERIAL # 53859, SIZE 350,
RIGHT-ANGLE DRIVE BASIS OF DESIGN:
REPLACING TAINTER GATE MACHINERY OIL IS CONTRACT OPTION C.
PLATFORMS, CATWALKS, FURNISHING A SPARE RIGHT-ANGLE DRIVE, AND
BLASTING AND PAINTING THE TAINTER GATE MACHINERY, MACHINERY 10.
OPTIONS A AND B.
SEAL ASSEMBLY REPLACEMENT, AND WIRE ROPE REPLACEMENT ARE CONTRACT
TAINTER GATE REHABILITATION WORK FOR GATES 1 AND 2, INCLUDING PAINTING, 9.
SITE RESTORATION.
LADDERS TO PIERS 1 AND 5, REPLACING SLUICE GATE HYDRAULIC PIPING, AND
ENCLOSURES, INSTALLING PIER ACCESS LADDER TIE-OFFS, INSTALLING
PILLOW BLOCK HOUSEING, REPLACING TAINTER GATE LIMIT SWITCHES AND
RETROFITTING CATWALK SUPPORT CONNECTIONS, FURNISHING AND REPLACING
BASE BID WORK INCLUDES TAINTER GATE 3 THRU 5, SLUICE GATE 7, 8.
ONLY.
STRUCTURAL SUPPORT. CATWALKS ARE DESIGNED FOR PEDESTRIAN LOADS
ARE NOT TO CONNECT TO OR USE CATWALK OR MACHINERY PLATFORMS FOR
WORK PLATFORMS AND CONTAINMENT STRUCTURES FOR TAINTER GATE WORK 7.
GREATEST EXTENT POSSIBLE.
REPAIR WORK SHALL NOT INTERFERE WITH OPERATION OF THE DAM TO THE 6.
REQUIREMENTS MANUAL.
EM 385-1-1, US ARMY CORPS OF ENGINEERS SAFETY AND HEALTH
ALL PROJECT WORK TO COMPLY WITH THE MOST CURRENT VERSIONS OF USACE 5.
INTERRUPT GATE OPERABILITY ONLY AS APPROVED BY THE COR.
COORDINATION TO BE PERFORMED BY THE CONTRACTOR WITH THE COR.
OPERATIONAL REQUIREMENTS AND FLOW CONTROL ARE MAINTAINED.
REPRESENTATIVE (COR) TO ENSURE THAT REQUIRED DAM GATE MOVEMENT
OPERATION OF A DAM GATE WITH THE CONTRACTING OFFICER'S
COORDINATE ON ANY ON-SITE WORK ACTIVITIES WHICH MAY INTERRUPT THE 4.
AND APPROVED BY THE GOVERNMENT PRIOR TO OPERATION.
ONLY ONE GATE TO BE TESTED AT ANY ONE TIME. TESTING TO BE COORDINATED 3.
TIME.
ONLY ONE TAINTER GATE AND ONE SLUICE GATE MAY BE OUT OF SERVICE AT A 2.
OUT OF SERVICE.
TROLLEY WORK IS TO BE COMPLETED BEFORE ANY SLUICE GATES ARE TAKEN
ANY TAINTER GATES ARE TAKEN OUT OF SERVICE. SLUICE GATE BULKHEAD
TAINTER GATE BULKHEAD TROLLEY STAND WORK IS TO BE COMPLETED BEFORE 1.
GENERAL NOTES
NORTH
PLAN
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LOCATION
PROJECT
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HEATERS.
PROVIDE POWER FOR THE BULKHEAD LIFTER CONTROL ENCLOSURE
PROVIDE DUPLEX RECEPTACLE ADJACENT TO EACH BULKHEAD LIFTER TO 4.
CONDUCTORS AS INDICATED IN PLANS.
LIFTER CONTROL ENCLOSURE. REPLACE ASSOCIATED RACEWAYS AND
FURNISH AN ENCLOSURE HEATER WITH THERMOSTAT FOR THE BULKHEAD
"BREATHER" DRAIN FOR THE BULKHEAD LIFTER CONTROL ENCLOSURE.
SUPPORT STRUCTURE FOR THE PENDANT CONTROL ENCLOSURE. FURNISH
DISCONNECT SWITCH TO A NEW BACKBOARD MOUNTED TO EXISTING
RELOCATE TAINTER GATE BULKHEAD LIFTER ENCLOSURE AND 3.
CONDUCTORS AS INDICATED IN PLANS.
LIFTER CONTROL ENCLOSURE. REPLACE ASSOCIATED RACEWAYS AND
FURNISH AN ENCLOSURE HEATER WITH THERMOSTAT FOR THE BULKHEAD
"BREATHER" DRAIN FOR THE BULKHEAD LIFTER CONTROL ENCLOSURE.
STRUCTURE FOR THE PENDANT CONTROL ENCLOSURE. FURNISH
SWITCH TO A NEW BACKBOARD MOUNTED TO THE EXISTING SUPPORT
RELOCATE SLUICE GATE BULKHEAD LIFTER ENCLOSURE AND DISCONNECT 2.
FOR EACH TAINTER GATE. THERE ARE A TOTAL OF 5 TAINTER GATES.
BETWEEN THE CONTROL CABINET AND THE ROTATING CAM LIMIT SWITCH
GATE. REPLACE WIRING AND RACEWAY FROM ROTATING CAM LIMIT SWITCH
SWITCHES IN A NEMA 4X ENCLOSURE WITH HEATER FOR EACH TAINTER
REPLACE ROTATING CAM LIMIT SWITCH WITH ROTATING CAM LIMIT 1.
ELECTRICAL SCOPE OF WORK:
GENERAL ELECTRICAL DEMOLITION NOTES: EQUIPMENT REQUIREMENTS AND NOTES:
GENERAL ELECTRICAL NEW WORK NOTES:
INDICATE ITEMS TO BE REMOVED.
UNLESS INDICATED OTHERWISE, DARK LINES ON ELECTRICAL PLANS 2.
INDICATE EVERY CONDUIT, BOX, AND WIRE TO BE REMOVED.
THE DRAWINGS ONLY INDICATE THE SCOPE OF THE WORK AND DO NOT 1.
NODE NUMBERING.
LABEL NEW CONDUCTORS AT BOTH ENDS. SEE ELEMENTARY DIAGRAM FOR 12.
PROVIDED AS PART OF NEW EQUIPMENT.
TERMINATIONS EXCEPT FOR PRESSURE TYPE TERMINATIONS WHERE
TERMINATIONS SHALL BE SPADE FORK, OR RING TYPE LUGS FOR ALL 11.
A YELLOW HIGHLIGHTING TO IDENTIFY EXACT MODEL FOR THE REVIEWER.
CONTRACTOR SHALL BE SURE TO HIGHLIGHT ALL PERTINENT OPTIONS WITH
ROTATING CAM LIMIT SWITCHES, WIRING, CONDUIT AND FITTINGS. THE
THE CONTRACTOR SHALL PROVIDE SHOP DRAWING CUT SHEETS FOR 10.
OF NFPA 70, THE NATIONAL ELECTRICAL CODE.
ALL ELECTRICAL WORK SHALL COMPLY WITH THE MOST CURRENT VERSIONS 9.
OPEN WIRING (WITHOUT CONDUIT) IS NOT PERMITTED.8.
LOCATIONS AND CONDUIT ROUTING.
THE GOVERNMENT SHALL HAVE FINAL APPROVAL ON ALL EQUIPMENT 7.
ON EACH END OF RUN.
INSULATED GROUND WIRE AND SHALL BE BONDED TO EQUIPMENT GROUND
ALL CONTROL CIRCUIT RUNS SHALL BE PROVIDED WITH A SEPARATE 6.
ONLY AS APPROVED BY THE GOVERNMENT.
POWDER-ACTUATED ANCHORS ARE NOT ALLOWED. WELDING IS ALLOWED 5.
WITH OTHER EXISTING EQUIPMENT.
POSSIBLE. CONDUITS SHALL NOT EXTEND INTO PATHWAYS OR INTERFERE
OTHERWISE, RUN CONDUIT TIGHT TO THE DAM STRUCTURE WHEREVER
ARRANGE CONDUIT TO PRESENT A NEAT APPEARANCE. UNLESS NOTED 4.
FINAL CONNECTIONS TO ROTATING CAM LIMIT SWITCHES.
INSTALL SHORT LENGTHS OF LIQUID TIGHT FLEXIBLE METAL CONDUIT FOR 3.
PROVIDE INSULATED BUSHINGS AT TERMINATION OF CONDUITS AT BOXES.2.
CONDUIT SIZES SHALL BE AS INDICATED.
FLEXIBLE WHERE CONNECTIONS ARE MADE TO MOTORIZED EQUIPMENT.
CONDUIT SHALL BE RIGID GALVANIZED STEEL CONDUIT OR WEATHERPROOF 1.
GEMCO 1997
ROTATING CAM LIMIT SWITCH BASIS OF DESIGN:3.
CONTINUOUS EQUIPMENT GROUND THROUGH ITS CONNECTION.
FLEXIBLE METALLIC CONDUIT SHALL BE UL LISTED AND PROVIDE
CONDUIT BUSHINGS AT EACH CONDUIT TERMINATION. WATERTIGHT
STEEL. PROVIDE AND INSTALL GROUNDING TYPE INSULATED THROAT
CONDUIT AND FITTINGS SHALL BE UL LISTED. HOT-DIPPED GALVANIZED 2.
TERMINATORS. USE SOLID FOR #10 AND SMALLER.
XHHW. WIRE TERMINATIONS SHALL BE WITH SPADE OR FORK TYPE WIRE
WIRE SHALL BE UL LISTED, 600VAC, COPPER, 90 DEGREES CELSIUS, TYPE 1.
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SCALE: 3"=1'-0"
S-501-A1 A10
SCALE: 3"=1'-0"
S-501-A10
M1
SCALE: 3"=1'-0"
S-501-M1
K1
SCALE: 3"=1'-0"
S-501-K1
H1
SCALE: 3"=1'-0"
S-501-H1
D1
SCALE: 3"=1'-0"
S-501-D1 D10
SCALE: 3"=1'-0"
S-501-D10
9'-2 1/4 "
/8
3/8 "
9'-5 3/4 "
9'-8 "
/1
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3/8 "
/1
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3/8 "
1 1/2 "
FLAT HD. CAPSCREWS
17/32" DRILL & C'SINK FOR 1/2"x1 1/4"
/4
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1/2 "
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1/2 "
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1/2 "
1/2 "
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1/2 "
1/2 "
R
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1 3/8 "
16 SPACES @6 3/4" = 9'-0"
1 3/8 "
FLAT HD. CAPSCREWS TYP
21/32" DRILL & C'SINK FOR 5/8"
FLAT HD. CAPSCREWS
17/32" DRILL & C'SINK FOR 1/2"x1 1/4"
FLAT HD. CAPSCREWS
17/32" DRILL & C'SINK FOR 1/2"x1 1/4"
1 1/2 "
/1
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1 1/2 "
FILE FINISH ON RADIUS
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1 5/8 "5 3/8 "8"6 SPACES @7" = 3'-6"8"5 3/8 "1 5/8 "
9'-2 3/4"
FLAT HD. CAPSCREWS TYP
21/32" DRILL & C'SINK FOR 5/8"
TOP EDGE
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1 3/4 "
5 1/2 "15 SPACES @ 7" = 8'-9"1 3/4 "
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5 1/2 "
9'-11 1/2"
FLAT HD. CAPSCREWS TYP
21/32" DRILL & C'SINK FOR 5/8"
FILE FINISH ON RADIUS
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5'-6"
1 1/2 "
9 SPACES @7" = 5'-3"
FILE FINISH ON RADIUS
FILE FINISH ON RADIUS
FLAT HD. CAPSCREWS TYP
21/32" DRILL & C'SINK FOR 5/8"
VITON1/4" O-RING SEAL1S-501-X1
ASTM B584 C86300SLUICE GATE LEAF UPSTREAM CHATTER STRIP2S-501-M1
ASTM B584 C86300SLUICE GATE LEAF SIDE CHATTER STRIP2S-501-K1
ASTM B584 C86300GATE FRAME "B" CHATTER STRIP4S-501-H1
ASTM B584 C86300GATE FRAME TOP SEAL1S-501-D10
ASTM B584 C86300SLUICE GATE LEAF TOP SEAL1S-501-D1
ASTM B584 C86300GATE FRAME SIDE SEAL OPP HAND1S-501-A10-2
ASTM B584 C86300GATE FRAME SIDE SEAL1S-501-A10-1
ASTM B584 C86300SLUICE GATE LEAF SIDE SEAL OPP. HAND1S-501-A1-2
ASTM B584 C86300SLUICE GATE LEAF SIDE SEAL1S-501-A1-1
MATERIALDESCRIPTIONQTYMARK NO
BILL OF MATERIALS
BOLT 1/16"
RECESS COUNTERSUNK
6'-0"
PARAGRAPH 3.1.1.3
SEE SPEC SECTION 35 20 16.53
MILL TO BEAR.
BOLT 1/16"
RECESS COUNTERSUNK
PARAGRAPH 3.1.1.3
SEE SPEC SECTION 35 20 16.53
MILL TO BEAR.
1/2 "
1/8 "
1/2 "
1/8 "
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ALL SURFACES TO HAVE 250 MICROINCH FINISH.2.
EXISTING CAPSCREWS IN SLUICE GATE LEAF AND SLUICE GATE FRAME.
FIELD VERIFY AND MATCH LOCATION SPACING, AND DIMENSIONS OF 1.
GENERAL SHEET NOTES
6"0 3" 1'
6"0 3" 1'
6"0 3" 1'
6"0 3" 1'6"0 3" 1'
6"0 3" 1' 6"0 3" 1'
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A
T
IO
N
T A
IN
T
E R
G A
T E
A N
D S
L U
IC
E
G A
T E
R E
H A
B
IL
IT
A
T
IO
N
M A
R
IO
N C
O U
N T
Y
IA
R E
D R
O C
K D
A M
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
/0
M A
H Y
D R
A U
L
IC
C Y
L
IN
D E
R A
N D
S L
U
IC
E G
A T
E A
S S
E M
B L
Y
S E
C T
IO
N
M-301
J
A R
IA
S
J B
A R
T E
K
A U
G
N D
R E
V
IS
E G
E N
E R
A L
N O
T
R
E D
R C
K
T B
A R
T E
K
SLUICE
W
E K
R
SCALE: 1/2"=1'-0"
TYPICAL SECTION - HYDRAULIC CYLINDER AND PISTON ROD ASSEMBLY
/8
/4
/4
/4
GATE 7
CYLINDER
TOP COVER
BONNET COVER
BONNET
SLUICE GATE FRAME
1'-0"
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
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G
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K
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B M
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B Y
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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
/T .O
N
O
S O
L
IC
IT
A
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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
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
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C T
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0 2' 4'1'
SHEET KEYNOTES
GLANDS AND SEALS ON REHABILITATED SLUICE GATE.
INSTALL NEW UPPER AND LOWER INTERNAL AND EXTERNAL PACKING 7.
ON REHABILITATED SLUICE GATE.
INSTALL NEW ABSOLUTE POSITION INDICATOR ROD AND ASSOCIATED PARTS 6.
INSTALL NEW HYDRAULIC CYLINDER O-RINGS, SEE M-508-A1.5.
INSTALL NEW PISTON ROD GATE ASSEMBLY, SEE M-502-A1.4.
PISTON RING DETAILS.
INSTALL NEW PISTON RINGS ON EXISTING PISTON, SEE M-501-E14 FOR 3.
INSTALL NEW PISTON NUT TO NEW PISTON ROD, SEE M-501-E8.2.
INSTALL NEW PISTON ROD, SEE M-501-A1 FOR PISTON ROD DETAILS.1.
REMOVE FROM DAM AND HONE HYDRAULIC CYLINDER AS REQUIRED.3.
PAINT SYSTEM NO. 23-D.
REMOVAL OR INSTALLATION. FOLLOW SPECIFICATION SECTION 09 97 02,
TOUCH-UP PAINTED IF PAINT IS DAMAGED (CHIPPING, PEELING, ETC.) DURING
HYDRAULIC CYLINDER, TOP COVER, AND BONNET COVER ARE TO BE FIELD 2.
ITEMS SHOWN IN HEAVY LINE WEIGHT (BOLD) ARE IDENTIFIED AS NEW WORK.1.
GENERAL SHEET NOTES
M-302
A1
M-502
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
A N
S I
D
S O
L
IC
IT
A
T
IO
N
T A
IN
T
E R
G A
T E
A N
D S
L U
IC
E
G A
T E
R E
H A
B
IL
IT
A
T
IO
N
M A
R
IO
N C
O U
N T
Y
IA
R E
D R
O C
K D
A M
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
/0
M A
IN
IC
A
T O
R R
O D
D E
T A
IL
S
M-503
J
A R
IA
S
J B
A R
T E
K
A U
G
N D
D
E T
A
IL
A
U P
D A
T
R
E D
R C
K
T B
A R
T E
K
SLUICE
W
E K
R
SCALE: 3"=1'-0"
M-503-A1 - INDICATOR ROD ASSEMBLY
A8
SCALE: 6"=1'-0"
M-503-A8 - INDICATOR ROD
A16
SCALE: 6"=1'-0"
M-503-A16 - GUIDE
G1
SCALE: 6"=1'-0"
M-503-G1 - PACKING SCREW
Ø 1" HOLE
5" THREADED
163"
156.625" 1.375" THREADED
5/8" - 11 NC - 2
TOP END
5/8"- 11 NC - 2
1"1"
0.375"
0.621" THRU
/4
H E
X
.6
.2
T
H R
E A
D E
D
.8
1.745"
1.370"
Ø
.6
Ø 0.628"
1.50"
MOLYTHANE, POLYURETHANE COMPOUNDPACKING - 2.25 INCH1M-503-G7
ASTM B16 C36000INDICATOR ROD PACKING SCREW1M-503-G1
ASTM B16 C36000INDICATOR ROD GUIDE1M-503-A16
ASTM A564 TYPE 630, COLD DRAWNINDICATOR ROD1M-503-A8
MATERIALDESCRIPTIONQTYMARK NO.
BILL OF MATERIALS
G7
SCALE: 1"=1"
M-503-G7 - PACKING
.6
.3
2.25"
PACKING SCREW
OF SAME MATERIAL AS
PROVIDE 1/4" PACKING SEAT
.7
.5
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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B
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D
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F
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B M
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E D
B Y
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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
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R A
C T
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N
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IT
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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
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
6"0 3" 1' 3"0 6"1-1/2" 3"0 6"1-1/2"
3"0 6"1-1/2"
REAM
-0.000"
+0.002"
TURN
-0.005"
+0.000"
TURN
-0.005"
+0.000"
0 1" 2"1/2"
M-503-A8
M-503-G1
M-503-G7
| B5REDRCK202102-CAD_SHEET-2021-11-03-TAINTER-E-001 |
| B5REDRCK202102-CAD_SHEET-2022-04-06-SLUICE-S-501 |
| B5REDRCK202102-CAD_SHEET-2022-01-19-SLUICE-M-503 |
File details come from the government source that posted it. Updated .