Long_Branch_Drawings.pdf
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%PRODUCTION DATA 1%
%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%
of Engineers
US Army Corps
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
KANSAS CITY DISTRICT
G-001
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LONG BRANCH EMERGENCY DRAWDOWN GATE REPAIR
MACON, MO
W912DQ18B1025
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SEPTEMBER 2018
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%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
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SHEET NO.
TITLE
CADD FILE NO.
G-001
GENERAL
M-001
M-002
RD001
G-002
SHEET INDEX
FOR INFORMATION ONLY (FIO) RECORD DRAWINGS
RD002
RD004
RD003
M-003
MECHANICAL
LB_EDG_G-001.DGN
LB_EDG_G-002.DGN
LB_EDG_M-001.DGN
LB_EDG_M-002.DGN
LB_EDG_M-003.DGN
LB_EDG_RD001.DGN
LB_EDG_RD002.DGN
LB_EDG_RD003.DGN
LB_EDG_RD004.DGN RC-4-388
RC-4-387
RC-4-381
RC-4-370
M-004
M-005
LB_EDG_M-004.DGN
LB_EDG_M-005.DGN
INTAKE TOWER DIMENSIONS - VERTICAL SECTIONS
FILE NO.
INTAKE TOWER - EMERGENCY DRAWDOWN GATE - STEM ASSEMBLY & HYDRAULIC CONNECTIONS
INTAKE TOWER - EMERGENCY DRAWDOWN GATE LEAF
RD005 LB_EDG_RD005.DGN RC-4-389INTAKE TOWER - EMERGENCY DRAWDOWN GATE FRAME
RD006 LB_EDG_RD006.DGN RC-4-391
INTAKE TOWER - ISOMETRIC - LADDERS - PIPING
INTAKE TOWER - LOW FLOW VAVLE ASSEMBLY
M-006 LB_EDG_M-006.DGN
M-007
M-008
LB_EDG_M-007.DGN
LB_EDG_M-008.DGN
COVER SHEET
PROJECT INDEX
LOW FLOW CONTROL GATE GUIDE SUPPORTS DETAILS
COVER PLATE AND MISCELLANEOUS PIPING DETAILS
MOUNTING PLATE DETAILS
PACKING BOX DETAILS
HYDRAULIC GATE GUIDE SUPPORT DETAILS
HYDRAULIC MANIFOLD ENCLOSURE DETAILS
PIPING SCHEMATICS AND BLOCK DIAGRAMS
GATE STEM DETAILS
G-003 LB_EDG_G-003.DGNLOCATION AND VICINITY MAPS
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RD007 LB_EDG_RD007.DGN RC-4-403
RD008 LB_EDG_RD008.DGN RC-4-405
SERVICE BRIDGE CONSTRUCTION LAYOUT
SERVICE BRIDGE GIRDERS
RD009 LB_EDG_RD009.DGN RC-4-406
RD010 LB_EDG_RD010.DGN RC-4-407
RD011 LB_EDG_RD011.DGN E-44636SERVICE BRIDGE GIRDERS
SERVICE BRIDGE BENTS
SERVICE BRIDGE SPAN 1 AND BENTS
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RC-4-38X
RC-4-385
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RD016 LB_EDG_RD016.DGN RC-4-369
RD017 LB_EDG_RD017.DGN RC-4-371
RD018 LB_EDG_RD018.DGN RC-4-382
RD019 LB_EDG_RD019.DGN RC-4-383
RD020 LB_EDG_RD020.DGN RC-4-384
RD021 LB_EDG_RD021.DGN RC-4-392
RD022
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RC-4-385
RD025
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INTAKE TOWER - EMERGENCY DRAWDOWN BULKHEAD
INTAKE TOWER - EMERGENCY DRAWDOWN BULKHEAD - WINCH AND SLING
OUTLET WORKS PLAN AND PROFILE
APPROACH STRUCTURE
INTAKE TOWER - ELEVATIONS
INTAKE TOWER DIMENSIONS - HORIZONTAL SECTIONS
INTAKE TOWER - TRASH FENDERS
INTAKE TOWER - EMERGENCY DRAWDOWN BULKHEAD FRAME
INTAKE TOWER DIMENSIONS - EMERGENCY DRAWDOWN BULKHEAD - AND LOW FLOW BULKHEAD - TRASHRACKS
INTAKE TOWER - LOW FLOW BULKHEAD AND TRASHRACK
INTAKE TOWER - EMERGENCY DRAWDOWN BULKHEAD
DIVERSION TRASHRACK - SKETCHES
DIVERSION TRASHRACK - SKETCHES
DIVERSION TRASHRACK - SKETCHES
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68 13/16 "
63 5/16 "
24"
27 1/2 "
16"
14 1/8 "
33 3/8 "
23 5/8 " 23 3/4 "
11 1/16 "
23 5/16
20 3/4 " 5 1/2 "
6"
6" 8 3/4 "
8 3/4 "
7'-10‚" (1 PLATE �" THICK, 20ƒ" X 7-10‚
14 SPACES @ 6" = 7'-0"7"
47 1/8 "
1 5/8 "
47 1/8 "
10 3/8 "
10 3/8 "
3 1/8 " 3 1/8 "
3 1/8 "3 1/8 "
1 5/8 "
1 5/8 "
6"
6"
5 1/2 "
1 5/8 "
2 3/8 " 2 3/8 "
2 3/8 "
2 3/8 "
7"
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1" AIR VENT
PIPE
1" AIR VENT PIPE
TO TOP OF TOWER
COVER PLATE SHOWN
AS DASHED LINE
ELEVATION 773.0
ELEVATION 768.0ELEVATION 768.0
INSIDE INTAKE
TOWER WALL
4" VALVE
SUPPORT BRACKET
UNDER 4" VALVE
2" VALVE
INSIDE INTAKE
TOWER WALL
GENERAL LAYOUT OF MISCELLANEOUS PIPING INSIDE TOWER
PLAN VIEW
PLAN VIEW
NEW COVER PLATE
SEE NOTE 2
CENTERLINE
OF PLATE
OUTLINE OF FLANGE
FOR 4" WATERING UP
LINE
SEE NOTE 3
DRILL AND TAP FOR
5/8" 11 UNC, 8 HOLES
CENTERLINE
OF PLATE
TYP ALL
4 HOLES
9/16" DIA
HOLES, TYP
DRILL AND TAP FOR
5/8" 11 UNC, 8 HOLES
2" DIA
HOLE
OUTLINE OF FLANGE
FOR AIR VENT LINE
SEE NOTE
1 1/2" DIA
HOLE
DRILL AND TAP FOR
5/8" 11 UNC, 8 HOLES
9/16" DIA
HOLES, TYP
4" DIA
HOLE
SEE NOTE
INSIDE INTAKE TOWER WALL
CONCRETE STEP
4" WATERING UP PIPE
NOTE 4THEORETICAL CENTERLINE
OF GATE STEM
GENERAL LAYOUT OF MISCELLANEOUS PIPING INSIDE TOWER NOTES:
1. ALL PIPING SHOWN IS LOCATED AT THE BOTTOM OF THE TOWER.
2. THE 4" WATERING UP PIPE AND 1" AIR VENT PIPE WERE ADDED AT A LATER DATE AND ARE NOT SHOWN ON ANY DRAWINGS PROVIDED
FOR REFERENCE.
3. THE 4" AND 2" VALVES ARE HAND OPERATED VIA AN OPERATING STEM FROM THE CONTROL TOWER DECK (EL. 804). CONTRACTOR
SHALL PROVIDE AND INSTALL NEW PIPING , FLANGES, GASKETS, FASTENERS, AND ALL OTHER APPURTENANCES. FOR THE
4" AND 2" WATERING UP VALVES. THE EXISTING 4" (WITH SUPPORT BRACKET) AND 2" VALVES WILL BE REUSED AND INSTALLED BY THE
CONTRACTOR ONTO THE NEW PIPING SYSTEM. THE VALVES MUST BE LOCATED SUCH THAT THE EXISTING VALVE OPERATING STEMS
(WHICH SHALL BE REUSED) WILL OPERATE THE VALVES AS CURRENTLY DESIGNED. NOTE THAT THE 4" AND 2" PIPES ARE INSTALLED
AT AN UNKNOWN ANGLE.
4. CONTRACTOR SHALL PROVIDE NEW PIPING, FLANGE, ELBOWS, GASKET(S), FASTENERS, AND ALL OTHER APPURTENANCES, FOR THE
AIR VENT FOR ALL EXISTING COMPONENTS AT APPROXIMATE ELEVATION 773.0. ONCE THE VENT LINE TURNS AND RUNS IN THE VERTICAL
DIRECTION, NO NEW PIPE / FITTINGS ARE REQUIRED. REFER TO SPECIFICATION 01 11 00 FOR ADDITIONAL INFORMATION.
5. ALL DIMENSIONS SHOWN ARE "FOR INFORMATION ONLY". CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING AND COORDINATING
LENGTHS OF PIPE AND LOCATION AND ORIENTATION OF ALL FITTINGS IN ORDER TO MAKE VALVES ALIGN WITH EXISTING VALVE
OPERATING STEMS.
6. REFERENCE SECTION A ON SHEET RD001.
NEW COVER PLATE NOTES:
1. COVER PLATE MATERIAL SHALL BE 1/2" THICK, A36 STEEL PLATE, OR APPROVED EQUAL.
2. COVER PLATE SHALL BE FLAT, TRUE AND PLANAR SUCH THAT IT WILL CREATE A SEAL WHEN BOLTED TO THE EMBEDDED FRAME.
IF NECESSARY, THE CONTRACTOR WILL BE ALLOWED TO PERFORM "LIGHT MACHINING" (MAXIMUM REMOVAL OF 1/32" OF
MATERIAL) WITHIN A 4" BAND AROUND THE PERIMETER OF THE PLATE TO CREATE A SEALING SURFACE.
3. CONTRACTOR IS RESPONSIBLE FOR LOCATION AND ORIENTATION OF THESE FLANGES AND CORRESPONDING BOLT HOLES. SEE
GENERAL LAYOUT OF MISCELLANEOUS PIPING INSIDE TOWER NOTES FOR ADDITIONAL INFORMATION.
4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL HOLES IN COVER PLATE WITH THE EXISTING EMBEDDED FRAME.
5. CONTRACTOR SHALL COORDINATE THE CENTERLINE OF THE 4" DIAMETER HOLE IN THE COVER PLATE WITH THE CENTERLINE OF
THE PACKING BOX AND THE CENTERLINE OF THE GATE STEM SUCH THAT THEY ACT ON THE SAME CENTERLINE.
6. WELD STAINLESS STEEL NUTS TO UNDERNEATH SIDE OF COVER PLATE FOR ATTACHING PACKING BOX. SEE NOTES FOR PACKING
BOX DETAILS FOR ADDITIONAL INFORMATION ON M-004.
7. ALL DIMENSIONS ARE IN INCHES, TOLERANCE IS ± 1/32".
8. SEE LOCATION ON SHEET RD001.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:35:24 AM 8/17/2018
...\Projects\AEC_WS-001_ProjectTemplate\AEC_WS-001_ProjectTemplate\CAD_BIM\_Sheets\COVER PLATE AND MISC PIPING
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/2
/2
11 1/2 "
5 1/2 "
2"2"
/2
/2
8"
14"
3"3"
3/4" X 4" SLOTTED HOLES (TYP)
PLAN VIEW BACK VIEW
13/16" DIA HOLES
BAR 3/8" X 3" X 11 1/2"
(2 REQUIRED PER
BRACKET
3/16"
TYP
3/16"
TYP
SIDE VIEW
TYP. TYP.
T Y
P
T Y
P
VALVE STEM GUIDES FOR LOW FLOW CONTROL GATE (OPTION)
NOTES:
1. ALL MATERIALS SHALL BE STAINLESS STEEL TYPE 304, 304L OR 316L (PER ASTM A276) OR APPROVED EQUAL.
ALL MATERIAL IS 3/8" THICK.
2. ALL DIMENSIONS ARE IN INCHES. TOLERANCE IS ± 1/32".
3. MAKE 5 SUPPORTS.
4. SCALE: NONE.
5. REFER TO REFERENCE DRAWING RD001 FOR MOUNTING LOCATION DETAILS.
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
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10"
4 3/16 "
4 3/16 "
1 1/2 "
3"
6"
12"
9"
18"
1/4 "
1"
1"
10"
3 11/16 " 3 11/16 "
2 5/16 " 2 5/16 "
6 1/4 "
8 3/4 "
3 3/4 "
12 3/4 "
8 1/4 "
3 3/4 "
17 1/2 "
5"
1 3/4 "
6"
1 1/2 "
3"
3"
1" 1"8"
3/16 "
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FORM BY BENDING
1/2" RADIUS
SEE NOTE 2
MOUNTING PLATE - TOP VIEW
LOCK TANG - DETAIL
CENTERLINE OF BASE
PLATE AND MOUNTING
PLATE SHALL COINCIDE
TYP
MOUNTING PLATE
SHOWN FOR CLARITY
HOLES FOR ANCHORS
(TYP)
3/16" RADIUS (TYP)
INSET THIS SIDE 1/4"
FROM EDGE OF BASE
PLATE FOR WELDING
1/2" DIA HOLE, TYP
3/16"
3/16"
1 - 1 1/2
1 - 1 1/2
PLAN VIEW
END VIEW
BASE PLATE
1/2" DIAMETER HOLES
FOR U-BOLTS (TYP)
MOUNTING PLATE - FRONT VIEW
MOUNTING PLATE - PARTIAL VIEW
SEE NOTE 1
TEE
SEE NOTE 2
NOTES:
1. ALL DIMENSIONS ARE IN INCHES.
2. TOLERANCE FOR ALL DIMENSIONS FOR ALL COMPONENTS THAT MAKE UP THE MANIFOLD SYSTEM
AND ENCLOSURE ARE ± 1/16" OR AS NECESSARY FOR PRECISION FITTING COMPONENTS, UNLESS
NOTED OTHERWISE.
3. VIEW IS LOOKING DOWNSTREAM, TO THE SOUTH (WHEN INSTALLED)
4. SCALE: NONE.
TEE
LOCK TANG
U-BOLT HOLE
NOTES:
1. TEES BEAR AGAINST THE UPPER EDGE OF THE CUT-OUT IN THE MOUNTING PLATE.
2. LOCK TANG IS 3/16" THICK TYPE 316 STAINLESS STEEL. LOCK TANG IS LOCATED ON THE UPSTREAM SIDE
OF THE MOUNTING PLATE. TANG IS ATTACHED BY A 3/16" FILLET WELD AROUND THE OUTER EDGE OF THE
TANG (ALL 4 SIDES). DRILL HOLE 1/16" IN DIAMETER LARGER THAN O.D. OF PADLOCK BAR SUCH THAT WITH
PADLOCK INSTALLED THERE IS A MAXIMUM OF 1/8" CLEARANCE BETWEEN THE TOP OF THE COVER AND THE
LOCKING BAR ON THE PADLOCK. PADLOCK TO BE PROVIDED BY THE GOVERNMENT.
3. TOLERANCE FOR ALL DIMENSIONS FOR ALL COMPONENTS THAT MAKE UP THE MANIFOLD SYSTEM
AND ENCLOSURE ARE ± 1/16" OR AS NECESSARY FOR PRECISION FITTING COMPONENTS, UNLESS
NOTED OTHERWISE.
4. ALL DIMENSIONS ARE IN INCHES.
5. SCALE: NONE.
NOTES:
1. MATERIAL SHALL BE 3/16" THICK, TYPE 316 STAINLESS STEEL.
2. VERTICAL CENTERLINE OF TANG SHALL COINCIDE WITH VERTICAL CENTERLINE OF MOUNTING PLATE.
COORDINATE THIS DETAIL WITH "MOUNTING PLATE - PARTIAL VIEW" FOR EXACT LOCATION AND SIZE
OF THE HOLE FOR ATTACHING PADLOCK.
3. SEE "MOUNTING PLATE - PARTIAL VIEW" FOR WELDING REQUIREMENTS."
4. TOLERANCE FOR ALL DIMENSIONS FOR ALL COMPONENTS THAT MAKE UP THE MANIFOLD SYSTEM
AND ENCLOSURE ARE ± 1/16" OR AS NECESSARY FOR PRECISION FITTING COMPONENTS, UNLESS
NOTED OTHERWISE.
5. ALL DIMENSIONS ARE IN INCHES.
6. SCALE: NONE.
NOTES:
1. MOUNTING PLATE SHALL BE TYPE 316 STAINLESS STEEL.
2. MOUNTING PLATE SHALL BE FABRICATED BY BENDING AT EACH
CORNER - 4 3/16" DIMENSIONS ARE APPROXIMATE AFTER BENDING.
3. TOLERANCE FOR ALL DIMENSIONS FOR ALL COMPONENTS THAT MAKE UP THE
MANIFOLD SYSTEM AND ENCLOSURE ARE ± 1/16" OR AS NECESSARY FOR
PRECISION FITTING COMPONENTS, UNLESS NOTED OTHERWISE.
4. ALL DIMENSIONS ARE IN INCHES.
5. SCALE: NONE.
HYDRAULIC MANIFOLD
1/2" DIA X 4" 18-8 SS HEX HEAD, TYP.
NOTES:
1. MATERIAL SHALL BE 3/16" THICK, TYPE 316 STAINLESS STEEL.
2. CENTERLINE OF BASE AND MOUNTING PLATES SHALL ALIGN AS SHOWN.
3. WELDING IS A 1" ON 1 1/2" PITCH, INTERMITTENT WELD ON BOTH SIDES
OF THE MOUNTING PLATE.
4. MOUNTING PLATE NOT SHOWN IN END VIEW.
5. USE FOUR MCMASTER-CARR REMOVABLE BOLT ANCHORS, PART NUMBER
92405A203, 4" LENGTH, 18-8 STAINLESS STEEL, HEX HEAD FOR INSTALLING
BASE PLATE TO TOWER DECK.
6. TOLERANCE FOR ALL DIMENSIONS FOR ALL COMPONENTS THAT MAKE UP THE MANIFOLD SYSTEM
AND ENCLOSURE ARE ± 1/16" OR AS NECESSARY FOR PRECISION FITTING COMPONENTS, UNLESS
NOTED OTHERWISE.
7. HYDRAULIC MOUNTING PLATE AND BASE PLATE ARE TO BE MOUNTED INFRONT OF EXISTING HYDRAULIC
HOSE ACCESS. CONTRACTOR SHALL FIELD VERIFY AND COORDINATE INSTALLATION WITH EXISTING
CONDITIONS. INSTALLATION SHALL BE COORDINATED WITH M-006 & M-007.
8. ALL DIMENSIONS ARE IN INCHES.
9. SCALE: NONE.
10. REFERENCE SHEET RD002.
DS: PD: AEC_pdf.pltcfg10:37:44 AM 8/17/2018
MOUNTING PLATE DETAILS
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.500
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GLAND
RETAINER
INSTALL 3 RINGS OF 7/16" SQUARE PACKING
AND ADJUST FOR OPERATION. INSTALL A
GASKET SPACER AT THE BOTTOM AND TOP
OF THE 3 RINGS OF PACKING
GASKET HERE
GASKETS
SPACERS
PACKING BOX DETAILS
NOTES:
1. PACKING BOX SHOWN AS AN ASSEMBLY.
2. SCALE: NONE.
INSTALL (4) 1/2" DIA X 4" LONG STAINLESS STEEL BOLTS
WITH STAINLESS STEEL NUTS FOR ASSEMBLING TO COVER
PLATE. BOLTS SHALL BE MCMASTER-CARR PART #92240A728
WITH 5/16" HEAD HEIGHT. NUTS SHALL BE WELDED TO
UNDERNEATH SIDE OF THE COVER PLATE. USE 1/4" FILLET
WELD AND WELD ALL AROUND THE OUTSIDE OF THE NUTS
GLAND - PLAN VIEW
GLAND - SIDE VIEW
9/16" DIAMETER HOLES
AT 90 DEGREES (TYP)
GLAND FOR PACKING BOX
9/16" DIA HOLES @ 90 DEGREES
NEOPRENE GASKET
NOTES:
1. MATERIAL SHALL BE 16" THICK, NEOPRENE RUBBER, 65 DUROMETER (± 5) ON THE SHORE A SCALE.
2. INSTALL BETWEEN RETAINER AND COVER PLATE.
3. ALL DIMENSIONS ARE IN INCHES
4. SCALE: NONE.
R = 3.125"
R = 4.125"
R = 2" R = 3.125"
(4) 9/16" DIA HOLES @ 90 DEGREES
FOR 1/2" DIA X 4" LONG STAINLESS
STEEL BOLTS
A A
DRILL AND TAP @ 90 DEGREES FOR
(4) 1/2" - 13 NC-2 X 1" DEEP. INSTALL
3" LONG STAINLESS STEEL STUDS
WITH STAINLESS STEEL NUTS FOR
ASSEMBLING GLAD INTO RETAINER
RETAINER - PLAN VIEW
SECTION A-A
RETAINER FOR PACKING BOX
RAD = 3.125"
NOTES:
1. MATERIAL SHALL BE NAVAL BRASS, COMPOSITION C46400, TEMPER HOO, (TENSILE: 55 KSI, YIELD: 40 KSI).
2. ALL DIMENSIONS ARE IN INCHES.
3. TOLERANCE FOR ALL DIMENSIONS IS ± 0.004". SURFACE FINISH IS 64 RMS OR BETTER ALL OVER.
4. SCALE: NONE.
5. REFERENCE RD006 FOR ASSEMBLY
NOTES:
1. MATERIAL SHALL BE NAVAL BRASS, COMPOSITION C46400,
TEMPER HOO, (TENSILE: 55 KSI, YIELD: 40 KSI).
2. ALL DIMENSIONS ARE IN INCHES.
3. TOLERANCE FOR ALL DIMENSIONS IS ± 0.004". SURFACE
FINISH IS 64 RMS OR BETTER ALL OVER.
4. SCALE: NONE.
5. REFERENCE RD006 FOR ASSEMBLY
DS: PD: AEC_pdf.pltcfg10:38:14 AM 8/17/2018
PACKING BOX DETAILS
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4 1/2 " 4 1/2 "
13 7/16 "
"24" 6"
26 7/8 "
13 7/16 "
10 7/16 "
10 7/16 "
3"
10 7/8 "4 7/8 "
3"
3"
8"
7/8" DIA HOLES (TYP)
3/4" X 9" SLOTTED HOLES
3/16"
3"
7 7/8 "
10 7/16 "3"
13 7/16 "
10 7/16 "
13 7/16 "
26 7/8 "
3"
8" 8"
3"
TYP
TYP
PLAN VIEW
BACK VIEW
BAR 3" X 1/2" X 19 5/16"
2 REQUIRED
TYP
1/4"
C 6"X13"
2 REQUIRED
7/8" DIA HOLES
TYPICAL 4 PLACES
C 6"X13"
1/2 "
10"3" 17"
7/8 "
3"
25 5/16 "
7/8
31 5/16 "
30"
3" 5"
3/4
SIDE VIEW
TYP
3/16"
TYP
L 3" X 3" X 3/8"
3'-4 15/16" LONG
2 REQUIRED
L 3" X 3" X 1/4"
10 1/8" LONG
2 REQUIRED
L 3" X 3" X 3/8"
2'-5 9/16" LONG
2 REQUIRED
42 7/16"
C 6"X13"
C 6"X13"
GATE STEM GUIDES FOR EMERGENCY DRAWDOWN GATE
NOTES:
1. ALL MATERIALS SHALL BE STAINLESS STEEL TYPE 304, 304L OR 316L (PER ASTM A276) OR APPROVED EQUAL.
2. ALL DIMENSIONS ARE IN INCHES, TOLERANCE IS ± 1/32".
3. MAKE 2 SUPPORTS.
4. GUIDE SUPPORTS TO BE ANCHORED TO WALL USING 3/4" DIAMETER CRES ANCHORS.
5. REFER TO RECORD DRAWINGS RD001 & RD003 FOR INSTALLATION LOCATIONS. CONTRACTOR IS RESPONSIBLE FOR FIELD
VERIFYING AND COORDINATING INSTALLATION WITH EXISTING CONDITIONS.
6. CONSULT RODNEY HUNT FOR GUIDE STEM / BUSHING INFORMATION.
7. SCALE: NONE.
3/4" CRES ANCHORS TYPICAL
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
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21" 18 3/16 "
22"
2 1/4 "
14"
SEE NOTE 4
USE 7/32" OR #2
DRILL FOR HOLES
FOR HANDLES (TYP)
3/16" 1 - 1 3/4"
3/16" 1 - 1 3/4"
3/16" 1 - 1 3/4"
3/16" 1 - 1 3/4"
SLOT FOR
LOCK TANG
SEE NOTE 4
1/8" X 1" X 1" ANGLE
MITRE CUT AT CORNERS
ENCLOSURE FOR HYDRAULIC MANIFOLD - PLAN VIEW
SEE NOTE 4
THIS EDGE TO
MATCH ANGLE
OF BRIDGE
DECK CURB
3/16" 1 - 1 3/4"
MITRE CUT AT CORNERS
3/16" 1 - 1 3/4"
3/16" 1 - 1 3/4"
1/8" X 1" X 1" ANGLE
SEE NOTE 2
3/16" 1 - 1 3/4"
SEE NOTE 2
BOTH VERTICAL ANGLES
TERMINATE 3/8" SHORT
OF THE BOTTOM EDGE
OF ENCLOSURE
ENCLOSURE FOR HYDRAULIC MANIFOLD - SIDE VIEW
BEND ALONG THIS LINE
SLOT FOR LOCKING
TANG
BEND ALONG THIS LINE
BEND ALONG THIS LINE
ENCLOSURE FOR HYDRAULIC MANIFOLD
3"
1 1/2 "
17 15/16 "
18 3/16 "
18 1/4 "
NOTES:
1. ENCLOSURE SHOWN AFTER BENDING INTO SHAPE.
2. THIS DIMENSION IS THE DISTANCE OF THE THICKNESS OF THE BASE PLATE (3/16") PLUS THE HEIGHT OF THE MOUNTING PLATE (17 1/2")
PLUS AN AIR GAP OF 1/8" BETWEEN THE TOP OF THE MOUNTING PLATE AND UNDERSIDE OF THE ENCLOSURE PLUS THE THICKNESS OF
THE ENCLOSURE (1/8"). FINAL HEIGHT OF THE ENCLOSURE SHALL MAINTAIN THE 1/8" AIR GAP.
3. THE TWO JOINTS THAT ARE FORMED AFTER BENDING SHALL BE REINFORCED WITH 1/8" X 1" X 1" STAINLESS STEEL TYPE 304, 304L OR 316L
(PER ASTM A276) OR APPROVED EQUAL. THE JOINTS WILL BE WELDED USING THE ANGLE AS BACKING BARS. WELD SHALL PENETRATE INTO
THE ANGLES AT THESE JOINTS.
4. AT ALL CORNERS WHERE THE STAINLESS STEEL ANGLES MEET AND MITRE CUTS ARE MADE, THESE JOINTS SHALL BE SQUARE GROOVE WELDS, TYPICAL FOR ALL CORNERS.
5. DRILL HOLES FOR MOUNTING MCMASTER-CARR STAINLESS STEEL SURFACE-MOUNT FOLDING PULL HANDLES (PART # 1856A63). USE #10
BUTTON-HEAD SOCKET CAP SCREWS, WITH A FLAT WASHER AND DOUBLE NUTS TO KEEP FASTENERS FROM LOOSENING. LENGTH OF
SCREWS TO SUIT, SOME SCREWS PASS THROUGH THE 1/8" ANGLES. ALL HARDWARE SHALL BE STAINLESS STEEL.
6. ENCLOSURE SHALL BE FABRICATED SUCH THAT THERE IS 1/16" TO 3/16" CLEARANCE BETWEEN THE INSIDE OF THE ENCLOSURE AND
THE 12" X 18" DIMENSIONS OF THE BASE PLATE. CONTRACTOR SHALL COORDINATE THE LOCATION OF THE BASE PLATE AND THE
ENCLOSURE SUCH THAT THE ENCLOSURE BUTTS UP AGAINST THE CURBING ON THE TOWER DECK.
7. REFERENCE SHEET RD002.
NOTES:
1. ENCLOSURE IS FABRICATED FROM 1/8" STAINLESS STEEL TYPE 304, 304L OR 316L (PER ASTM A276) OR A
APPROVED EQUAL.
2. DIMENSIONS SHOWN ARE FOR BIDDING PURPOSES ONLY. FINAL DIMENSIONS MUST BE DETERMINED BY THE
CONTRACTOR SUCH THAT THE ENCLOSURE WILL FIT OVER THE HYDRAULIC MANIFOLD AND BUTT AGAINST
THE CURB ON THE TOWER DECK.
3. MAIN ENCLOSURE IS FABRICATED FROM ONE PIECE OF STAINLESS STEEL, BENDING AS SHOWN, AND THEN WELDING
REENFORCEMENT MEMBERS AS SHOWN.
4. ALL DIMENSIONS ARE IN INCHES.
5. SCALE: NONE.
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
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3/16" THICK VERTICAL
MOUNTING PLATE
REUSE EXISTING
QUICK DISCONNECT
2" LONG SCHEDULE
80 NIPPLE
316 STAINLESS STEEL
TEE FITTING SCHEDULE 80
2" LONG SCHEDULE
80 NIPPLE
HYDRAULIC BLEEDER
VALVE (RATED AT 7,250 PSI)
2" LONG SCHEDULE
80 NIPPLE
316 STAINLESS STEEL
STRAIGHT UNION 2,900 PSI
BLOCK DIAGRAM FOR PIPING COMPONENTS FOR NEW
CONNECTION ACCESS ON CONTROL TOWER DECK
CONNECT FLEX HOSE FOR
UPPER PORT TO CYLINDER
4" LONG SCHEDULE
80 NIPPLE
316 STAINLESS STEEL
90º ELBOW, SCHEDULE 80
L O
N G S
C H
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U L E
N
IP
P L E
QUICK
DISCONNECT
2"
NIPPLE TEE
2"
NIPPLE
HYDRAULIC
BLEED VALVE
2"
NIPPLE
TEE FITTING RESTS ON
HORIZONTAL EDGE OF
MOUNTING PLATE
3/16" THICK MOUNTING
PLATE
DOWNSTREAM (SOUTH)
1/2" SCHEDULE
80 PIPES
U-BOLTS NOT SHOWN
ELBOW CONNECTION FOR LINE
TO UPPER PORT ON CYLINDER
U-BOLTS NOT SHOWN
ELBOW CONNECTION FOR LINE
TO LOWER PORT ON CYLINDER
SCHEMATIC FOR HYDRAULIC COMPONENTS
REUSE EXISTING
QUICK DISCONNECT
2" LONG SCHEDULE
80 NIPPLE
316 STAINLESS STEEL
TEE FITTING SCHEDULE 80
2" LONG SCHEDULE
80 NIPPLE
HYDRAULIC BLEEDER
VALVE (RATED AT 7,250 PSI)
2" LONG SCHEDULE
80 NIPPLE
3/16" THICK VERTICAL
MOUNTING PLATE
L O
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C H
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U L E
N
IP
P L E
316 STAINLESS STEEL
STRAIGHT UNION 2,900 PSI
BLOCK DIAGRAM FOR PIPING COMPONENTS FOR NEW
CONNECTION ACCESS ON CONTROL TOWER DECK
CONNECT FLEX HOSE FOR
UPPER PORT TO CYLINDER
12" LONG SCHEDULE
80 NIPPLE
316 STAINLESS STEEL
90º ELBOW, SCHEDULE 80
UPSTREAM (NORTH)
SCHEMATIC NOTES:
1. SCHEMATIC SHOWS LAYOUT FOR COMPONENTS RELATIVE TO THE MOUNTING PLATE.
2. VIEW IS LOOKING TO THE WEST. THE TEE FITTINGS REST ON THE HORIZONTAL SURFACE
OF THE MOUNTING PLATE. THERE IS A 2" LONG NIPPLE AND QUICK DISCONNECT TO THE
DOWNSTREAM SIDE OF THE MOUNTING PLATE.
3. INSTALL THE BLEED VALVES SUCH THAT THE LEVER IS IN THE "VERTICAL DOWN" POSITION
WHEN THE VALVE IS IN THE CLOSED POSITION AND LEVER MUST BE TURNED TO THE NORTH
(COUNTER CLOCKWISE AS VIEWED IN THIS SCHEMATIC) TO OPEN THE VALVE.
GENERAL NOTES:
1. ALL NIPPLES ARE THICK WALL, SCHEDULE 80, 316 STAINLESS STEEL, 1/2" DIAMETER. THE FOLLOWING PARTS' NUMBERS
ARE MCMASTER-CARR: 2" - 4475K34, 4" - 4475K54, 8" - 4475K84, 12" - 4475K114.
2. ALL ELBOWS ARE FORGED, CLASS 3000, 316 STAINLESS STEEL, MCMASTER-CARR PART NUMBER 4443K614.
3. ALL TEES ARE FORGED, CLASS 3000, 316 STAINLESS STEEL, MCMASTER-CARR PART NUMBER 443K644.
4. ALL UNIONS ARE FORGED, CLASS 3000, 316 STAINLESS STEEL, MCMASTER-CARR PART NUMBER 443K694.
5. ALL BLEED VALVES ARE FULL PORT TYPE, RATED AT 7,250 PSI, ZINC PLATED STEEL FOR THE BODY, CHROME PLATED
STEEL FOR THE BALL, QUARTER TURN, MCMASTER-CARR PART NUMBER 4715K44.
6. ALL U-BOLTS ARE 3/8" - 16, 1" I.D., WITH MOUNTING PLATES, 304 STAINLESS STEEL, MCMASTER-CARR PART NUMBER
8896T76.
7. ALL OF THE ABOVE MATERIALS ARE PRE-APPROVED FOR USE, USE OF ANY OTHER MATERIALS MUST BE AT LEAST
EQUIVALENT TO THOSE LISTED AND CONTRACTOR SHALL SUBMIT TECHNICAL INFORMATION FOR ANY SUBSTITUTE
MATERIALS. APPROVAL FOR ALTERNATE MATERIALS SHALL BE AT THE DISCRETION OF THE CONTRACTING OFFICER.
8. COORDINATE INSTALLATION OF HYDRAULIC PIPING WITH SPECIFICATION 01 11 00, M-003, & M-006.
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
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SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
N G
IN
E E
R S
169.00"
5.00"
5.00"
1.25"
.25"
22.75"
44.0"
134.75"
5.00"
2 ACME THREADS
PER INCH, EACH END
THIS 78 INCH SECTION OF STEM PASSES THROUGH
THE PACKING BOX. THIS SECTION SHALL HAVE A
SURFACE FINISH OF 32 RMS OR BETTER. POLISHING
PROCESS SHALL REMOVE MINIMAL MATERIAL AND
NO STRESS RISER SHALL EXIST AT THE ENDS OF
THE POLISHED AREA
2 ACME THREADS
PER INCH, EACH END
2 ACME THREADS
PER INCH, EACH END
2 ACME THREADS
PER INCH, EACH END
R = 1 13/16"R = 3"
32 RMS FINISH BETWEEN THESE TWO LINES
12.75"
UPPER EMERGENCY DRAWDOWN GATE STEM
EMERGENCY DRAWDOWN STEM PEDESTAL
LOWER EMERGENCY DRAWDOWN GATE STEM
NOTES:
1. MATERIAL SHALL BE TYPE 304 STAINLESS STEEL OR APPROVED EQUAL. MATERIAL IS 3.50" DIAMETER, SOLID ROD.
2. TOLERANCE FOR ALL DIMENSIONS IS ± 0.004". SURFACE FINISH SHALL BE 64 RMS OR BETTER ON OUTSIDE
DIAMETER SURFACES.
3. AFTER ASSEMBLY WITH COUPLING NUTS, INSERT LEAD PLUG INTO 1/2" TAPPED HOLES, TIGHTEN
PLUGS AGAINST THREADS WITH 1/2" 304 OR 316 STAINLESS STEEL SCREW.
4. MAKE 1.
5. REFER TO RD004 STEM ASSEMBLY FOR ASSEMBLY INFORMATION.
6. NO SCALE.
NOTES:
1. MATERIAL SHALL BE TYPE 304 OR 316 STAINLESS STEEL OR APPROVED EQUAL.
2. TOLERANCE FOR ALL DIMENSIONS IS ± 0.004". SURFACE FINISH SHALL BE 125 RMS
OR BETTER ALL OVER.
3. MAKE 1.
4. NO SCALE.
5. REFER TO RD004 STEM ASSEMBLY FOR ASSEMBLY INFORMATION.
NOTES:
1. MATERIAL SHALL BE TYPE 304 STAINLESS STEEL OR APPROVED EQUAL. MATERIAL IS 3.50" DIAMETER, SOLID ROD.
2. TOLERANCE FOR ALL DIMENSIONS IS ± 0.004". SURFACE FINISH SHALL BE 64 RMS OR BETTER ON OUTSIDE
DIAMETER SURFACES EXCEPT WHERE NOTED OTHERWISE.
3. AFTER ASSEMBLY WITH COUPLING NUTS, INSERT LEAD PLUGS INTO 1/2" TAPPED HOLES, TIGHTEN
PLUGS AGAINST THREADS WITH 1/2" 304 OR 316 STAINLESS STEEL SCREW.
4. MAKE 1.
5. NO SCALE.
6. REFER TO RD004 STEM ASSEMBLY FOR ASSEMBLY INFORMATION.
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
F
IL
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M-008
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SEE SHEET M-002
GUIDES TO BE REPLACED.
M-005 AND M-008.
BE REPLACED. SEE
STEM AND GUIDE TO
SEE SHEET M-001
COVER TO BE REPLACED.
INSPECTED. (CLIN001)
REPAIRED AND
BULKHEAD TO BE
003 AND 004)
INSPECTED. (CLINS 002,
REPAIRED AND
BULKHEAD TO BE
S O
L
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IT
A T
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®of Engineers
US Army Corps
U .S
A R
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P S O
F E
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IN
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DS: PD: AEC_pdf.pltcfg10:40:46 AM 8/17/2018
TOWER DIMENSIONS - VERTICAL SECTIONS
F
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RD001
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FOR INFORMATION ONLY
V E
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IN
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LOCATION. SEE SHEETS M-003 AND M-006.
ENCLOSURE TO BE INSTALLED AT THIS
HYDRAULIC MANIFOLD MOUNTING PLATE AND
S O
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A T
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2 3 4 5 6 7 8 9 10
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®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
DS: PD: AEC_pdf.pltcfg10:41:58 AM 8/17/2018
ISO - LADDERS - PIPING
F
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RD002
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FOR INFORMATION ONLY
M L
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2 3 4 5 6 7 8 9 10
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®of Engineers
US Army Corps
U .S
A R
M Y C
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F E
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%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
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M L
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SEE M-008
STEM TO BE REPLACED.
S O
L
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2 3 4 5 6 7 8 9 10
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®of Engineers
US Army Corps
U .S
A R
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P S O
F E
N G
IN
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DS: PD: AEC_pdf.pltcfg10:44:29 AM 8/17/2018
EMERGENCY DRAWDOWN GATE LEAF
F
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RD004
C
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M L
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2 3 4 5 6 7 8 9 10
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U .S
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%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
F
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FOR INFORMATION ONLY
M L
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SEE SHEET M-004
PACKING TO BE REPLACED.
S O
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U .S
A R
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IN
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DS: PD: AEC_pdf.pltcfg10:46:59 AM 8/17/2018
LOW FLOW VALVE ASSEMBLY
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RD006
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U .S
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%PRODUCTION DATA 1%
A N
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%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
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M L
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| G-001 |
| Long Branch Drawings |
| G-002 |
| G-003 |
| M-001 |
| M-002 |
| M-003 |
| M-004 |
| M-005 |
| M-006 |
| M-007 |
| M-008 |
| RD001 |
| RD002 |
| RD003 |
| RD004 |
| RD005 |
| RD006 |
| RD007 |
| RD008 |
| RD009 |
| RD010 |
| RD011 |
| RD012 |
| RD013 |
| RD014 |
| RD015 |
| RD016 |
| RD017 |
| RD018 |
| RD019 |
| RD020 |
| RD021 |
| RD022 |
| RD023 |
| RD024 |
| RD025 |
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