BL18GR_SOLICITATION_PLANS.pdf
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W912BV18R0038 Plans and Specs
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PRE-BID SITE VISIT.
FOR LAYDOWN AREA IS 5,000 SF. TO BE INSPECTED BY THE CONTRACTOR AT THE
INTERFERE WITH OFFICE WORK AT THE COMPOUND. THE ESTIMATED AREA AVAILABLE
DIRECTED BY THE CONTRACTING OFFICER. CONTRACTOR LAYDOWN MUST NOT
NOTE: LAYDOWN AREA AVAILABLE WITHIN BIRCH LAKE OFFICE COMPOUND YARD AS
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SHEET NUMBER WHERE
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SHEET NUMBER WHERE
SECTION NUMBER
SECTION IS SHOWN
SHEET NUMBER WHERE
DETAIL INDICATORS
SECTION INDICATORS
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ASSOCIATED WIRING.
REPLACE 4 ELECTRIC MOTORS, 4 GATE CONTROLLERS AND LIMIT SWITCHES, AND ?
OPTION 4 - ELECTRICAL
PAINTED IN THE FIELD OR SHOP.
REPAINT LOW FLOW VALVE AND REPLACE SEALS. LOW FLOW VALVE MAY BE ?
OPTION 3 - LOW FLOW VALVE
OR SHOP.
INSPECT AND PAINT TRASH RACKS. TRASH RACKS MAY BE PAINTED IN THE FIELD ?
OPTION 2 - TRASH RACKS
REQUIRED IF THIS OPTION IS AWARDED
TIGHTNESS. NOTE THAT TOUCH-UP PAINTING SPECIFIED IN BASE BID IS NOT
STRUCTURE. REPLACE RUBBER SEALS. REINSTALL AND VERIFY FIT AND WATER
BULKHEAD AND LIFTING BEAM TO SHOP, SANDBLAST AND PAINT COMPLETE
IN ADDITION TO BASE BID REPAIRS LISTED ABOVE, TRANSPORT MAINTENANCE ?
OPTION 1 - MAINTENANCE BULKHEAD SHOP WORK
WATERBORNE COAL TAR EPOXY - SEE SPECIFICATIONS.
SANDBLAST AND PAINT THE CONDUIT LINER AND GATE FRAMES. PAINT WITH ?
CONDUIT LINERS AND GATE FRAMES
TO DISABLING THE OTHER SET OF GATES.
THE SET OF GATES, INCLUDING TESTING AND ACCEPTANCE OF THE WORK PRIOR
SEAL ADJUSTMENTS AS NEEDED TO MINIMIZE LEAKAGE. COMPLETE ALL WORK ON
REINSTALL GATES AND VERIFY SMOOTH OPERATION AND WATER TIGHTNESS. MAKE ?
INSTALL NEW STEM GUIDES.?
CLEANING, WELD INSPECTION, WELD REPAIRS AND REPAINTING. REPLACE SEALS.
GATES AND STEMS TO BE TRANSPORTED TO A FABRICATION SHOP FOR BLAST ?
RESULTS AND SUBMIT FOR RECORD.
MEASURE OPERATING STEMS FOR STRAIGHTNESS AND ROUNDNESS. RECORD ?
REMOVE GATE OPERATORS, OPERATING STEMS, STEM GUIDES AND GATES.?
ACCESSIBLE DURING GATE RELEASE OPERATIONS.
AVAILABLE FOR LAKE OPERATIONS AS NEEDED. THE CONDUIT WILL NOT BE
MAY BE REMOVED AT A TIME. THE ADJACENT PAIR OF GATES MUST REMAIN
DEWATERED AT A TIME AND ONLY ONE PAIR OF EMERGENCY AND SERVICE GATES
EACH INLET ALLOWS DEWATERING OF THAT INLET. ONLY ONE INLET MAY BE
DOWNSTREAM GATES ARE SERVICE GATES. A BULKHEAD SLOT UPSTREAM OF
INTO THE MAIN CONDUIT. UPSTREAM GATES ARE EMERGENCY GATES AND
SLUICE GATES CONSIST OF A SET OF TWO GATES IN TWO INLETS THAT MERGE ?
SLUICE GATES:
WHEN LIFTING THE BULKHEAD.
ADD SPACERS ON LIFTING BEAM SHACKLE TO KEEP CENTERED AND VERTICAL ?
FLAP SPRING (1).
REPLACE THE LIFTING BEAM HOOKS RETURN SPRINGS (2) AND ON THE FILL VALVE ?
GIRDER.
TOUCH-UP PAINT WELD REPAIR AREAS AND ALONG UPSTREAM SIDE OF TOP ?
MAINTENANCE BULKHEAD TRIP REPORT.
REPAIR TWO AREAS WITH KNOWN WELD DEFICIENCIES - REFER TO THE ?
THE SLUICE GATES.
MAINTENANCE BULKHEAD - THIS WORK MUST BE PERFORMED PRIOR TO DEWATERING
BASE BID:
SCOPE OF WORK INCLUDES:4.
BEFORE HOISTING WORKING LOADS.
LOAD TEST LIFTING DEVICES FOR BULKHEADS, SERVICE, AND EMERGENCY GATES 3.
SUBMIT WORK PLAN PER SPECIFICATIONS.2.
ALL POTENTIAL BIDDERS ARE REQUIRED TO ATTEND A PRE-BID SITE VISIT.1.
SCOPE AND ORDER OF WORK
ELSEWHERE.
AND THERMOSTAT TO PREVENT CONDENSATION AND GASKETED NEMA 12 TO PREVENT DUST INTRUSION UNLESS OTHERWISE NOTED OR SPECIFIED
27. ALL PANELS AND MOTOR ENCLOSURES MOUNTED INSIDE THE BUILDING THAT CONTAIN ELECTRONIC COMPONENTS MUST BE SPECIFIED WITH HEATER
26. PROVIDE LAMINATED POINT TO POINT CONTROL WIRING DIAGRAMS IN ALL ENCLOSURES INSIDE THE DOOR POCKET.
25. PROVIDE ARC FLASH LABELS FOR ALL ELECTRICAL ENCLOSURES.
24. PROVIDE PERMANENT COLORED PHENOLIC NAMEPLATES ON THE OUTSIDE OF ALL ELECTRICAL PANELS, JUNCTION BOXES AND ENCLOSURES.
23. PROVIDE FLEXIBLE STRANDED WIRING IN CORRUGATED PLASTIC SPLIT TUBING ACROSS CONTROL PANEL DOOR HINGES.
22. DO NOT USE WIRE NUTS. PROVIDED IN RAIL MOUNTED TERMINAL BLOCKS OR POWER DISTRIBUTION BLOCKS.
21. LETTERING ON LABELS MUST BE TYPE WRITTEN NOT HAND WRITTEN.
20. LABEL ALL WIRING AND TERMINAL BLOCKS WITH PERMANENT MARKERS WHICH ARE MOISTURE RESISTANT.
19. ALL CONTROL PANEL COMPONENTS MUST BE RATED NEMA 4X.
CONDUCTOR IN EACH CONDUIT, SIZED IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE.
18. MINIMUM SIZE CONDUIT MUST BE 3/4 INCH AND MINIMUM WIRE SIZE FOR POWER WIRING SHALL BE #12 AGE. PROVIDE EQUIPMENT GROUNDING
EQUIPMENT CONNECTION OR FOR FESTOON WIRING.
17. ALL WIRING MUST BE COPPER IN GALVANIZED RIGID STEEL CONDUIT UNLESS LIQUID TIGHT FLEXIBLE METAL CONDUIT IS REQUIRED FOR AN
ARRANGEMENTS FOR TEMPORARY OPERATION AND MAINTENANCE PROCEDURES DURING CONSTRUCTION.
16. COORDINATE ALL POWER AND EQUIPMENT OUTAGES WITH THE CONTRACTING OFFICER ALLOWING AMPLE TIME FOR THE USER TO MAKE
ELECTRICAL
15. RUBBER SEALS SHALL MEET THE FOLLOWING REQUIREMENTS:
CONTRACTORS EXPENSE. FASTENERS THAT CANNOT BE REUSED SHALL BE REPLACED WITH LIKE KIND MADE FROM ATM A320 GRADE 304 MATERIALS.
14. SEAL BOLTS ARE REUSABLE. CONTRACTOR TO USE CAUTION WHEN REMOVING BOLTS. ANY DAMAGED BOLTS MUST BE REPLACED AT THE
MAINTENANCE BULKHEAD (INCLUDED IN OPTION 1)
THE DRAWINGS.
SCREWS SHALL BE MADE FROM ASTM B584 MANGANESE BRONZE ALLOY C86200. SIZE, SHAPE, AND FINISH OF THESE SEALS SHALL BE AS SHOWN ON
13. REPLACEMENT SEALS FOR THE SLIDE GATES (SLUICE AND LOW FLOW) SHALL BE LEADED RED BRASS PER ASTM B584 COPPER ALLOY UNS NO. C83450.
SLUICE GATES
SEALS
LOW FLOW VALVE, OPTION 3f)
TRASH RACKS; OPTION 2e)
CULVERT LINERd)
EMERGENCY AND SERVICE GATES - 2 EACH, 4 TOTAL GATESc)
GATE STEMS AND GUIDESb)
MAINTENANCE BULKHEAD; BASE BID IS TOUCH UP ONLY. OPTION 1 IS COMPLETE REPAINT.a)
ITEMS TO BE PAINTED INCLUDE:
PAINTING - REFER TO SPECIFICATIONS FOR REQUIREMENTS.
12. STRUCTURAL STEEL MUST CONFORM TO ASTM A-36.
ADDITION, FILLET WELDS SHALL BE EXAMINED BY MT AND PT; FULL PENETRATION WELDS SHALL BE INSPECTED BY UT.
ALL WELDS SHALL BE VISUALLY INSPECTED. IN WELD REPAIR PROCEDURES MUST BE REVIEWED AND APPROVED PRIOR TO PERFORMING THE WORK.
WELDS UTILIZING NON-DESTRUCTIVE TECHNIQUES, AND MAP CORROSION EXTENTS AFTER STRUCTURES HAVE BEEN WHITE METAL BLASTED. ALL
ALL WELDING MUST BE IN ACCORDANCE WITH AWS D1.1 AND AS DETAILS IN THE SPECIFICATIONS. A CERTIFIED WELDING INSPECTOR (CWI) TO INSPECT 11.
STRUCTURAL
10. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING CONDITIONS.
9. ORIGINAL CONSTRUCTION DRAWINGS WERE USED IN THIS SET AND HAVE BEEN ADAPTED FOR THIS CONTRACT.
BE REQUIRED TO KEEP THE AREA UNWATERED WHILE PAINT CURES.
GOVERNMENT PERSONNEL ONLY. WORK IN THE TUNNEL MAY BE PROTECTED BY PROVIDING SAND BAGS DOWNSTREAM OF THE GATES. PUMPING MAY
CONTRACTOR MUST TAKE MEASURES TO PROTECT WORK IN PROGRESS, TOOLS AND EQUIPMENT. ALL ACTIVE GATE CHANGES MUST BE MADE BY
REQUIREMENTS.
WORKING HOURS, GIVING CONTRACTOR ACCESS TO WORK. AFTER HOURS THE GATES MAY BE OPENED TO ACHIEVE DAILY MINIMUM FLOW
RELEASES ARE GIVEN IN UNITS OF DAY-SECOND-FEET (DSF). FOR ANY RELEASE LESS THAN 100 DSF, GATES MAY BE CLOSED DURING NORMAL http://www.swt-wc.usace.army.mil/BIRC.lakepage.html
THE OTHER INLET. THE TUNNEL IS NOT ACCESSIBLE DURING FLOOD RELEASES. HISTORICAL RELEASE INFORMATION IS AVAILABLE AT:
ACCESS IN THE OUTLET TUNNEL IS LIMITED TO TIMES WHEN ALL GATES ARE CLOSED IN ONE INLET AND THE MAINTENANCE BULKHEAD IS IN PLACE IN 8.
ARE PROVIDED BY THE GOVERNMENT.
GOVERNMENT PROVIDED UTILITIES ARE LIMITED TO EXISTING ELECTRICAL OUTLETS AT THE INTAKE TOWER OPERATING LEVEL. NO OTHER UTILITIES 7.
RATING OF 29 TONS BASED ON HS-20 TRUCK.
SUBMIT PLANS FOR EQUIPMENT AND MACHINERY TO BE PLACED ON THE ACCESS BRIDGE. LOADING MUST BE WITHIN THE ALLOWABLE BRIDGE LOAD 6.
FOLLOW ESTABLISHED LOCK OUT-TAG OUT PROCEDURES.5.
CONDUIT IS A CONFINED SPACE. APPROPRIATE TRAINING AND ENTRY PERMIT IS REQUIRED.4.
FOLLOW ALL SAFETY REQUIREMENTS IN EM 385-1-1 SAFETY AND HEALTH REQUIREMENTS, DATED NOVEMBER 2014.3.
RIGGING MUST BE PERFORMED BY THE CONTRACTOR.
OVERHEAD HOIST WILL BE OPERATED BY GOVERNMENT PERSONNEL ONLY. NOTIFY THE CONTRACTING OFFICER 24 HOURS IN ADVANCE OF NEED. ALL 2.
COORDINATED WITH THE LAKE OPERATION MANAGER AND APPROVED BY THE CONTRACTING OFFICER.
WORK HOURS ARE 0800 - 1630 MONDAY THROUGH FRIDAY, EXCLUDING FEDERAL HOLIDAYS. ANY WORK OUTSIDE THESE HOURS MUST BE 1.
GENERAL
GENERAL NOTES:
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BULKHEAD LIFTING BEAM
PAINT PER OPTION 1
HARDNESS DUROMETER 60
GENERAL SHEET NOTES:
LEGEND:
INDICATES AREAS OF WORK TO BE PERFORMED
TOUCH UP PAINT NEEDED
WELD DEFECTS
WELD DEFECTS
SHACKLE
ADD SPACERS IN
REPLACE SPRINGS.
3/4"Ø HOLLOW
3/4"Ø HOLLOW
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TOUCH-UP PAINT IN BASE BID IS NOT REQUIRED IF THIS OPTION IS AWARDED.3.
DUROMETER 60 HARDNESS.
REPLACE RUBBER SEAL TO MATCH EXISTING, EXCEPT BULB TO BE HOLLOW AND 2.
COMPLETE SANDBLAST AND PAINT OF BULKHEAD AND LIFTING BEAM.1.
OPTION 1:
TOUCH-UP PAINT AT WELD DEFECTS AND CLOUDED AREAS SHOWN.4.
REPAIR TWO NOTED WELD DEFECTS.3.
INSTALL GALVANIZED SPRINGS ON HOOK AND FLAP VALVE TO MATCH EXISTING.2.
PHOTO IN TRIP REPORT).
INSTALL SPACERS ON LIFTING SHACKLE PIN TO KEEP SHACKLE VERTICAL (SEE 1.
BASE BID:
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LEGEND:
INDICATES AREAS OF WORK TO BE PERFORMED
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IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Y
C K
B
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S
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LEGEND:
INDICATES AREAS OF WORK TO BE PERFORMED
PAINT TRASH RACKS - OPTION 2
PAINT TRASH RACKS - OPTION 2
A N
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N
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IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Y
C K
B
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S
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REPLACE SERVICE AND
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IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Y
C K
B
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N
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N T
R A
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IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Y
C K
B
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PAINT GATE FRAMES
INDICATES AREAS OF WORK TO BE PERFORMED
A N
S I
D
C T
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C T
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Y
C K
B
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IN
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PAINT GATE LINER
INDICATES AREAS OF WORK TO BE PERFORMED
A N
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Y
C K
B
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S
U E D
A T
E
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F E
N G
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IN
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PAINT GATE LINER
INDICATES AREAS OF WORK TO BE PERFORMED
A N
S I
D
C T
K
C T
K
:1
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M -1
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R
IP
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Y
C K
B
IS
S
U E D
A T
E
U S A
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P S O
F E
N G
IN
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L .W
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F A
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A N
IC
A L S
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A T
E
REPLACE SEALS
LEAVES
PAINT GATE
CAST AS SHOWN. FIELD VERIFY.
GATE LEAVES ARE WELDED, NOT
NOTE:
LEGEND:
INDICATES AREAS OF WORK TO BE PERFORMED
A N
S I
D
C T
K
C T
K
:1
B L
G R
M -1
.d g
L
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O
F
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L E
D A
T E
M A
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D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Y
C K
B
IS
S
U E D
A T
E
U S A
R M
Y C
O R
P S O
F E
N G
IN
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D A
M S
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A
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T
L .W
IN
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S L e a d E n g in e e r
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L E
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G E
N C
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T
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N
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STRAIGHTNESS
MEASURE
PAINT
EXCLUDED
PAINT THREADS
ROUNDNESS
STRAIGHTNESS/
MEASURE
SHEET M-501
GUIDES. SEE
REPLACE STEM
LEGEND:
INDICATES AREAS OF WORK TO BE PERFORMED
A N
S I
D
C T
K
C T
K
:1
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M -1
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M A
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R
IP
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Y
C K
B
IS
S
U E D
A T
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P S O
F E
N G
IN
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D A
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N C
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A
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L .W
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T
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H A
N
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A L L
O W F
L O
W S
L
ID
OPTION 3
PAINT GATE LEAF -
OPTION 3
LEAF SEALS -
REPLACE GATE
LEGEND:
INDICATES AREAS OF WORK TO BE PERFORMED C
T
K
C T
K
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G R
M -1
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L
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IO
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N
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L E
D A
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M A
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D E
S C
R
IP
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IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Y
C K
B
IS
S
U E D
A T
E
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N G
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D A
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B A
N D R
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A
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S
E R
V
IC
E A
B V
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W
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C X
X
M-501
E
C H
A N
IC
A L
B
M-501
L6X4X3/8 LLV
(SHIM AS NEEDED)
3/4-INCH MOUNTING PLATE
A
EXTENSTION STEM GUIDE DETAIL
SCALE N.T.S.
B
EXTENSION STEM GUIDE SECTION
SCALE N.T.S.
E X
T E
N S
IO
N S
T E
M G
U
ID
E
D E
T A
IL
S
5/16
/2
/2
/4
5 3/4"
/2
11 1/2
21 1/2"
7 3/4"
1 1/2"
/2
STEM GUIDE INSERT
1/2-INCH THICK SPLIT UHMW-PE
C
K A
R A
M A
L E
S
C T
K
Ø 7 1/2"
Ø 6 7/8"
Ø 8 1/4"
NOTE 5
(FOUR PLACED AS SHOWN)
WEDGE ANCHORS
FOR ATTACHMENT USING FOUR 3/4-INCH
1-INCH DIA. HOLES SLOTTED 1-1/2-INCH
WASHER. NOTES 8 AND 9. (4 PLACES)
1/2-INCH -13UNC HEAVY HEX NUT AND 1/2-INCH
WITH WASHERS
SET TO 6-INCH MIN. EMBEDMENT
3/4-INCH ASTM A304SS WEDGE ANCHORS,
ADJUSTMENT
IN L MEMBER FOR HORIZONTAL
9/16-INCH HOLES SLOTTED 1-INCH
C
M -5
1 C
SPLIT BLOCK GROOVE DETAIL
SCALE N.T.S.
3/8 " 1"
/4
/4
NOTE: STEM GUIDE INSERT NOT SHOWN
SHOP ASSEMBLE STEM GUIDES TO ENSURE PROPER ASSEMBLY AT SITE.10.
APPLY GREASE TO END OF STUD AND BASE OF NUT, TORQUE TO 70 FT-LBS.9.
NUTS SHALL BE HEAVY HEX PER ASME B18.2.2.8.
STUDS SHALL BE CONTINUOUS THREAD PER ASME B18.31.2.7.
FLAT WASHERS ARE REQUIRED FOR ALL FASTENERS THROUGH SLOTTED HOLES.6.
OFFSET SPLIT IN UHMW-PE RING AND SPLIT IN BLOCK.5.
CENTERLINE OF STEM IS APPROXIMATELY 6 3/4 INCHES FROM WALL.4.
SPECIFICATION.
ALL STEEL, INCLUDING STAINLESS, SHALL BE PAINTED ACCORDING TO PAINT 3.
UHMW-PE GUIDE INSERT SHALL CONFORM TO ASTM D4020.2.
GRADE B7 WITH ASTM A194 GRADE 2H HEAVY HEX NUTS.
STEEL COMPONENTS SHALL CONFORM TO ASTM A-36. STUDS SHALL BE ASTM A193 1.
SHEET NOTES:
FOR 1/2-INCH DIA. STUD BOLTS
BORE THROUGH SPLIT BLOCKS 9/16-INCH DIA.
2"
/2
1/2" +0 -
(TWO HALVES)
1/2-INCH THICK UHMW-PE STEM GUIDE
SEE NOTES 7 AND 9 (2 PLACES)
-INCH STUD BOLT2
1/2-INCH 13UNC x 13
-INCH LONG2
BY 11
-INCH WIDE 4
BLOCKS, 5
-INCH THICK SPLIT 2
TWO 1
A N
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D A
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M A
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N
C O
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R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Y
C K
B
IS
S
U E D
A T
E
U S A
R M
Y C
O R
P S O
F E
N G
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D A
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A F
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A
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/2
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S
T S
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S L e a d E n g in e e r
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A G
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C H C
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C H D
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C X
X
M-502
E
C H
A N
IC
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B
M-502
L6X4X3/8 LLV
(SHIM AS NEEDED)
3/4-INCH MOUNTING PLATE
5/16
S T
E M G
U
ID
E D
E T
A
IL
7 3/4"
/4
4 1/2"
/2
/2
9"
21 1/2"
1 1/2"
A
STEM GUIDE DETAIL
SCALE N.T.S.
B
STEM GUIDE SECTION
SCALE N.T.S.
ANCHORS, SET TO 6-INCH MIN. EMBEDMENT
3/4-INCH ASTM A304SS WEDGE
STEM GUIDE INSERT
1/2-INCH THICK SPLIT UHMW-PE
C
K A
R A
M A
L E
S
C T
K
Ø 5"
Ø 4 1/4"
Ø 5 3/4"
NOTE 5
C
M -5
SHOP ASSEMBLE STEM GUIDES TO ENSURE PROPER ASSEMBLY AT SITE.10.
APPLY GREASE TO END OF STUD AND BASE OF NUT, TORQUE TO 70 FT-LBS.9.
NUTS SHALL BE HEAVY HEX PER ASME B18.2.2.8.
STUDS SHALL BE CONTINUOUS THREAD PER ASME B18.31.2.7.
FLAT WASHERS ARE REQUIRED FOR ALL FASTENERS THROUGH SLOTTED HOLES.6.
OFFSET SPLIT IN UHMW-PE RING FROM SPLIT IN BLOCK DURING ASSEMBLY.5.
CENTERLINE OF STEM IS APPROXIMATELY 6 3/4 INCHES FROM WALL.4.
SPECIFICATION.
STEEL, INCLUDING STAINLESS, SHALL BE PAINTED ACCORDING TO PAINT 3.
UHMW-PE GUIDE INSERT SHALL CONFORM TO ASTM D4020.2.
GRADE B7 WITH ASTM A194 GRADE 2H HEAVY HEX NUTS.
STEEL COMPONENTS SHALL CONFORM TO ASTM A-36. STUDS SHALL BE ASTM A193 1.
SHEET NOTES:
WASHER. NOTES 8 AND 9. (4 PLACES)
1/2-INCH -13UNC HEAVY HEX NUT AND 1/2-INCH
FOR 1/2-INCH DIA. STUD BOLTS
BORE THROUGH SPLIT BLOCKS 9/16-INCH DIA.
SEE NOTES 7 AND 9 (2 PLACES)
1/2-INCH 13UNC x 11-INCH STUD BOLT
ADJUSTMENT
IN L MEMBER FOR HORIZONTAL
9/16-INCH HOLES SLOTTED 1-INCH
C
SPLIT BLOCK GROOVE DETAIL
SCALE N.T.S.
3/8 " 1"
/4
/4
NOTE: STEM GUIDE INSERT NOT SHOWN
2"
-0
/2
1/2" +0 -
(TWO HALVES)
1/2-INCH THICK UHMW-PE STEM GUIDE
BY 9-INCH LONG
-INCH WIDE 2
BLOCKS, 4
-INCH THICK SPLIT 2
TWO 1
(FOUR PLACED AS SHOWN)
WEDGE ANCHORS
FOR ATTACHMENT USING FOUR 3/4-INCH
-INCH2
1-INCH DIA. HOLES SLOTTED 1
A N
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D A
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M A
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D E
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N
C O
N T
R A
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O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Y
C K
B
IS
S
U E D
A T
E
U S A
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Y C
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P S O
F E
N G
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S L e a d E n g in e e r
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C H D
A M O
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GENERAL SHEET NOTES:
LEGEND:
INDICATES AREAS OF WORK TO BE PERFORMED
E L E
V A
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N S
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SAME SIZE.
REPLACE 3 #8 WIRE AND #8 GROUND FROM EACH OF 4 MOTORS TO PANEL WITH 2.
SAME SIZE MOTORS, CONTROLLERS AND LIMIT SWITCHES.
REPLACE 4 - 480V, 20HP MOTORS, CONTROLLERS AND LIMIT SWITCHES WITH NEW 1.
OPTION 4:
REPLACED.
CONTROLLERS. MOTOR CONTROLLER ON WALL IS NOT USED AND SHALL NOT BE
REFER TO SHEET R-901 FOR PHOTOS OF ELECTRICAL PANEL, MOTORS AND MOTOR
L
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N
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IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Y
C K
B
IS
S
U E D
A T
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GENERAL SHEET NOTES:
INDICATES AREAS OF WORK TO BE PERFORMED
C O
N T
R O
L D
IA
G R
A M
S S
C H
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A T
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CONTROL SCHEMATIC WITHOUT THE REMOTE FEATURES.
REPLACE MOTOR CONTROLLER AND LIMIT SWITCHES AT EACH GATE USING SIMILAR
OPTION 4:
OPERATION.
REFER TO SHEET R-901, PHOTO 'F' WHICH SHOWS MOTOR SEQUENCE OF
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M A
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D E
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N
C O
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R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Y
C K
B
IS
S
U E D
A T
E
U S A
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P S O
F E
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THIS SHEET IS NOT TO SCALE.
INFORMATION ONLY.
THIS SHEET IS PROVIDED FOR
A N
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.d g
L
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IDENTIFICATION
SHEET
D A
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A P
P R
SHEET OF
®of Engineers
US Army Corps
Y
C K
B
IS
S
U E D
A T
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F E
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THIS SHEET IS NOT TO SCALE.
INFORMATION ONLY.
THIS SHEET IS PROVIDED FOR
A N
S I
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B L
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.d g
L
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IDENTIFICATION
SHEET
D A
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A P
P R
SHEET OF
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US Army Corps
Y
C K
B
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S
U E D
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THIS SHEET IS NOT TO SCALE.
INFORMATION ONLY.
THIS SHEET IS PROVIDED FOR
A N
S I
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J L
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B L
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.d g
L
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IDENTIFICATION
SHEET
D A
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A P
P R
SHEET OF
®of Engineers
US Army Corps
Y
C K
B
IS
S
U E D
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THIS SHEET IS NOT TO SCALE.
INFORMATION ONLY.
THIS SHEET IS PROVIDED FOR
A N
S I
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J L
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B L
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.d g
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P H
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A
MOTOR AND CONTROL PANEL
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B
MOTOR NAMEPLATE DATA
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SCALE N.T.S.
D
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.d g
| BL18GR_G-000COV |
| BL18GR_G-001IND |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_G-002 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_G-003 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_S-101 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_S-102 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_S-103 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_M-101 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_M-102 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_M-103 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_M-104 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_M-105 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_M-106 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_M-107 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_M-108 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_M-501 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_M-502 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_E-101 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_E-102 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_R-701 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_R-702 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_R-703 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_R-704 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_R-705 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_R-706 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_R-707 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_R-708 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_R-709 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_R-710 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_R-711 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_R-712 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_R-713 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_R-714 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_R-715 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_R-716 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_R-717 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_R-718 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_R-719 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_R-720 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_R-721 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_R-722 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_R-723 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_R-724 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_R-725 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_R-726 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_R-727 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_R-728 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
| BL18GR_R-901 |
| References |
| Design Model, BL18GR-G-BDR.dgn |
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