A.01.13_Plans.pdf
PDF 15 MB Posted
- Attached to
- Dewatering Box Federal contract opportunity
- Solicitation number
- W9127S18Q0064
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Plans
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| File | Type | Posted |
|---|---|---|
| Draft_RFP_UPDATED_21_AUG_18.pdf | ||
| Draft_RFP.pdf | ||
| A.01.29_Specs.pdf |
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
V E
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MKARNS-REPAIR STOPLOG CENTER POST RECEIVERS
WINTHROP ROCKEFELLER LAKE - POOL NO 9
LITTLE ROCK DISTRICT
ARTHUR V. ORMOND LOCK AND DAM
McCELLAN-KERR ARKANSAS RIVER NAVIGATION SYSTEM of Engineers
US Army Corps
AUGUST 2018
W9127S-18-X-XXXX
W9127S-18-X-XXXX
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GENERAL REQUIREMENTS
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ABBREVIATIONS
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- PLUS OR MINUS_
- FINISH MARK (MACHINED SURFACE)__
- DIAMETERO
- AT@
- WORK POINTW.P.
- UPSTREAMU/S
- TYPICALTYP.
- TAILWATERT.W.
- SYMMETRICALSYMM.
- STIFFENERSTIFF.
- RADIUSR
- POINT OF TANGENCYP.T.
- PLATEP
- POINT OF CURVATUREP.C.
- OUTER DIAMETERO.D.
- ON CENTERSO.C.
- NOMINALNOM.
- MINIMUMMIN.
- MAXIMUMMAX.
- INNER DIAMETERI.D.
- HEADWATERH.W.
- GALVANIZEDGALV.
- ELEVATIONEL.
- DOWNSTREAMD/S
- DIAMETERDIA.
- CLOCKWISEC.W.
- COUNTERBOREC/BORE
- COUNTERSUNKCTSK.
- CORROSION RESISTANT STEELCRES
- CONTINUOUSCONT.
- CENTERLINEC
- CLEARANCECLEAR.
- CENTER OF GRAVITYC.G.
- COUNTER CLOCKWISEC.C.W.
- BRONZEBRNZ
- BOLT CIRCLEB.C.
- ASSEMBLYASS'Y
L
STRUCTURAL STEEL NOTES
REMOVAL OF THE COFFER BOX DEWATERING STRUCTURE.
BE FOB DARDANELLE MARINE TERMINAL. USACE WILL PROVIDE THE CRANE
NUMBER SHALL BE 501-340-1234 OR 501-340-1239. THE SHIPMENT SHALL
ROAD, RUSSELLVILLE, AR 72802-8462. THE ON SITE CONTACT PHONE
THE FINISHED PRODUCT SHALL BE SHIPPED TO 1598 LOCK AND DAM F.
STRUCTURES.
SPECIFICATION SECTION 09 97 02 PAINTING HYDRAULIC STEEL
WITH SYSTEM NO. 5-E-Z VINYL PAINT IN ACCORDANCE WITH
THE FINISHED PRODUCT SHALL BE WHITE METAL BLASTED AND PAINTED E.
MATERIALS WHERE REQUIRED FOR FABRICATION, FITTING UP, OR WELDING.
CLEAN STEEL OF RUST, LOOSE MILL SCALE AND OTHER FOREIGN D.
CORRECT FITTING OF STRUCTURAL STEEL MEMBERS.
DETAILING ON THE SHOP DRAWINGS, ERRORS IN FABRICATION, AND THE
THE FABRICATOR SHALL BE RESPONSIBLE FOR ALL ERRORS OF C.
PRIOR APPROVAL BY THE ENGINEER.
SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT B.
TO GREATEST EXTENT POSSIBLE.
FABRICATE AND ASSEMBLE STRUCTURAL MEMBERS/ASSEMBLIES IN SHOP A.
STEEL FABRICATION8.
REQUEST APPROVAL OF CONNECTIONS THAT DO NOT MEET ABOVE CRITERIA.
PLATE SHEAR TAB BOLTED CONNECTIONS UNLESS DETAILED OTHERWISE.
SPECIFIED OTHERWISE UTILIZING ASTM A325 BOLTS. PROVIDE SINGLE
PROVIDE SIMPLE SHEAR CONNECTIONS FOR STEEL CONNECTIONS NOT 7.
DIAMETER SHALL BE 3/4-INCH, UNLESS NOTED OTHERWISE.
PROVIDE MINIMUM OF TWO BOLTS PER CONNECTION. MINIMUM BOLT 6.
(FCM) AND SHALL BE WELDED IN ACCORDANCE WITH THE AWS D1.5.
ALL LIFTING EYES ARE CONSIDERED FRACTURE CRITICAL MEMBERS G.
.TESTS SHALL MEET AWS D1.5 REQUIREMENTS
BE TESTED USING THE RADIOGRAPHIC TESTING (RT) METHOLOGY. THESE
TO THESE TEST 10 PERCENT OF ALL FULL PENETRATION WELDING SHALL
PENETRANT (PT) OR MAGNETIC PARTICLE (MT) METHODOLGY. IN ADDITION
TESTING OR UT METHODOLGY. FILLET WELDS SHALL BE TESTED USING DYE
FULL PENETRATION WELDS SHALL BE INSPECTED USING THE ULTRASONIC
ALL FULL PENETRATION WELDS AND 50 PECERNT OF ALL FILLET WELDS.
NONDESTRUCTIVE TESTING SHALL BE PERFORMED ON 100 PERCENT OF F.
ASTM A 233 (CLASS 70) OR E70XX.
PROVIDE ELECTRODES FOR FIELD OR SHOP WELDING THAT CONFORM TO E.
WALKWAY FABRICATION SHALL BE IN ACCORDANCE WITH AWS D1.1.
WELDING SHALL BE IN ACCORDANCE TO AWS D1.5. THE HANDRAIL AND
OF THE LESSER MEMBER, UNLESS NOTED OR DETAILED OTHERWISE. ALL
CONNECTIONS, PROVIDE WELDS TO DEVELOP THE FULL FLEXURAL CAPACITY
WHERE WELDED CONNECTIONS ARE NOTED ON DRAWINGS AS MOMENT D.
ON THE DRAWINGS.
STRENGTH OF THE MEMBER ELEMENTS JOINED, UNLESS NOTED OTHERWISE
FOR ALL SHOP AND FIELD WELDS, DEVELOP THE FULL TENSILE C.
PENETRATION GROOVE WELDS AS SPECIFIED IN AISC SPECIFICATIONS.
PROVIDE MINIMUM EFFECTIVE THROAT THICKNESS OF PARTIAL B.
SPECIFICATIONS.
PROVIDE MINIMUM SIZE OF FILLET WELDS AS SPECIFIED IN AISC A.
WELD MINIMUM SIZE AND STRENGTH AS SHOWN ON THE DRAWINGS.5.
HARDENED STEEL WASHERS: ASTM F 436I.
NUTS: ASTM A 563H.
HIGH STRENGTH BOLTS: ASTM A 325G.
BASE PLATES AND MISCELLANEOUS STEEL PLATES: ASTM A 36F.
STRUCTURAL TUBING (SQUARE OR RECTANGULAR): ASTM A 500, GRADE BE.
STRUCTURAL PIPE: ASTM A 53, GRADE BD.
STRUCTURAL STEEL W-SHAPES: ASTM A 992 GR 50C.
STRUCTURAL STEEL SHAPES EXCEPT W-SHAPES: ASTM A 572 GR 50B.
SHALL NOT BE WEATHERING STEEL REQUIREMENTS.
TOUGHNESS EXCEPT THE PIPE GRATING OR WALKWAY STEEL. THE STEEL
ALL STEEL SHALL MEET THE ASTM A709 GRADE 50 WITH ZONE 1 CVN A.
UNLESS NOTED OTHERWISE:
PROVIDE STRUCTURAL STEEL OF THE FOLLOWING ASTM DESIGNATIONS 4.
IN THE TOP OF THE DEWATERING BOX ARE FRACTURE CRITICAL (FC).
MAINTAIN THE ANGLES BETWEEN CONNECTING MEMBERS. THE LIFTING EYES
NOTED OTHERWISE, CONNECTIONS SHALL HAVE SUFFICIENT STIFFNESS TO
STRUCTURAL STEEL CONTRUCTION TYPE IS FULLY RESTRAINED. UNLESS 3.
COPY OF YOUR CERTIFICATION MUST BE PROVIDED WITH THIS BID.
HAVE ONE OF THE CERTIFICATIONS YOUR BID IS NOT ACCEPATABLE. A
FC ENDORSEMENT IN ORDER TO BID ON THIS PROJECT. IF YOU DO NOT
STRUCTURE FABRICATOR OR CBR CRITICAL BRIDGE STRUCTURE WITH THE
THE FABRICATOR MUST BE AISC CERTIFIED HYD – HYDRAULIC STEEL 2.
EDITION.
ACCORDINACE WITH THE AISC MANUAL OF STEEL CONSTRUCTION 14TH
ACCORDANCE WITH REFERENCED CODES. ALL FABRICATION SHALL BE IN
DESIGN, DETAIL AND ERECT STRUCTURAL STEEL ELEMENTS IN 1.
SEE DRAWING SF006
DEWATERING BOX BRACKETS
SEE DRAWING SF006
DEWATERING BOX BRACKETS
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:19:07 AM 7/25/2018
...\Civil Works\2018_asa4_475984\2018_asa4_475984\CAD_BIM\_Sheets\asa4SF005.dgn
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SF005
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(CLOUDED ITEMS NOT IN CONTRACT)
THIS DRAWING NOT TO SCALE
S E
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LATCH BY OTHERS
2'-2 11/16"11'-11 3/8"2'-2 11/16" 2'-2 11/16"10'-11 3/8"2'-2 11/16"
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg6:55:10 AM 7/31/2018
...\Civil Works\2018_asa4_475984\2018_asa4_475984\CAD_BIM\_Sheets\asa4SF006.dgn
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C S h e e tS e e d .d g n
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A L L
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C O
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DEWATERING BOX
DEWATERING BOX BASE BY OTHERS
NOTE: DEWATERING BOX WALKWAY, J-BULB SEALS AND LADDER NOT SHOWN NOTE: DEWATERING BOX WALKWAY AND J-BULB SEALS NOT SHOWN
| asa4G-001 |
| asa4G-002 |
| asa4SF001 |
| asa4SF002 |
| asa4SF003 |
| asa4SF004 |
| asa4SF005 |
| asa4SF006 |
File details come from the government source that posted it.